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Plans (10) BU P2017 - 00266 O(/I� OI7 -G1`�2 /1701 5Lt7 �� C C DEMOLITION KEYNOTES Ck(��& O EXISTING CURB TO BE REMOVED. \ y'a•�,`� O EXISTING ASPHALT PAVEMENT TO BE REMOVED FULL DEPTH. 0 EXISTING BUILDING SECTION TO BE REMOVED.SEE ARCHITECTURAL PLANS FOR DEMOLITION INFORMATION. .. .. O EXISTING CONCRETE WALK TO BE REMOVED. O EXISTING PAVEMENT MARKINGS TO BE REMOVED. CONTRACTOR SHALL REMOVE MARKINGS WITH SMALL HANDHELD GRINDERS OR SCARIFIERS OR SIMILAR METHODS. TAKE CARE DURING MARKING REMOVAL NOT TO SCAR,DISCOLOR,OR , OTHERWISE DAMAGE THE PAVEMENT SURFACE. DO NOT OVER PAINT OR USE OTHER METHODS OF COVERING MARKINGS 11NINSTEAD OF REMOVAL. I \%0\ 1 11 0 EXISTING MENU BOARD AND SIGN AND ASSOCIATED FOUNDATIONS TO BE REMOVED. • _ 0 EXISTING GAS METER TO BE RELOCATED AS SHOWN ON SITE PLAN.COORDINATE WITH UTILITY COMPANY. r 1 11 0 EXISTING DUMPSTER ENCLOSURE AND CONCRETE PAD TO BE REMOVED. 02015 STARBUCKS COFFEE COMPANY = 7 7 = ^ — ¢ 11 EXISTING CURB TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. j i 1 111 0 EXISTING PAVEMENT TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. STARBUCKS COFFEE ® I i \1 111 0 EXISTING CONCRETE WALK TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION.REMOVE AND REPLACE COMPANY I 1 i i 0 20 ANY DAMAGED WALK AREAS. . 1 1 1 11 0 EXISTING PAVEMENT MARKINGS TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 C9e \\ 10 40 0 EXISTING BUILDING TO REMAIN.SEE ARCHITECTURAL PLANS. (206) 318-1575 / 1^.Y0' 0 EXISTING UTILITIES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. Horizontal Scale in Feet 0 EXISTING LANDSCAPE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. THESE DRAWINGS AND SPECIFICATIONS ARE \ \ 5 CONFIDENTIAL AND SHALL REMAIN THE SOLE \ y cP1 PROPERTY OF STARBUCKS CORPORATION, O� p - \ DEMOLITION NOTE: WHICH IS THE OWNER OF THE COPYRIGHT IN - - - \ l ( 1 I l , \ THIS WORK. THEY SHALL NOT BE REPRODUCED /� I I 1 I (�\ \ ALL EXISTING SITE AND SURROUNDING FEATURES SUCH AS UTILITIES,PAVEMENT,CURB, (IN WHOLE OR IN PART),SHARED WITH THIRD i/ / I / \ \\ LANDSCAPING,ETC.SHALL REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION UNLESS PARTIES OR USED IN ANY MANNER ON OTHER � 1 i \ I I a \ \\ NOTED OTHERWISE,OR ARE REQUIRED TO BE MODIFIED OR REMOVED FOR THE INSTALLATION OF PROJECTS OR EXTENSIONS TO THIS PROJECT /// II 1 I I I I // \ \\ S� PROPOSED IMPROVEMENTS.ALL DISTURBED FEATURES SHALL BE RESTORED OR RELOCATED AS WITHOUT THE PRIOR WRITTEN CONSENT OF \ '_ —II I © �� - _ II _ \ 4sT REQUIRED TO THE SATISFACTION OF THE OWNER.CONTRACTOR SHALL REPAIR/REPLACE ANY STARBUCKSAND SPECIFICATIONS ARE INTENDED RPORATION. THESE TO GS I I I - - - N - 1 \ y� \ SURROUNDING FEATURES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES AT NOEXPRESS DESIGN I I II H 1 \ o%\\ ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER. PROTOTYPCALSTARBUCIKSSTORE(WHICHIS NTENT FOR A J A I / i II II © I \ \\ s� SUBJECT TO CHANGE AT ANYTIME)AND DO NOT \ I \ REFLECT ACTUAL SITE CONDITIONS. NEITHER Q � \ J� PARTY SHALL HAVE ANY OBLIGATION NOR ® t' \\ �\ (7 43 \ m 1 LIABILITY TO THE OTHER(EXCEPT STATED \ �� \\ LEGENDRECEIVED ABOVE)UNTIL Au WRITTEN AGREEMENT IS FULLY ® ti0\�o .+ 0 \ �, (SEE SHEET C-001 FOR GENERAL LEGEND) EXECUTED BY BOTH PARTIES. ® ® �o 0 \ \ STARBUCKS TEMPLATE VERSION 12015.05.01 A i'-; ® ��, F F ; zzzzzzzzz NOV192017 e _!_ 32.1 L.F.t © �-`10',, ,4,46,\0\ \ \ zEXISTING ASPHALT TO BE REMOVED FULL DEPTH to ... -- — - - 0 0 9.4L.F.t 0 1 — - 9.0L.F_3 w \\ `� °� d'" z z z z z z z z z OF TIGARD LL ' I' aa' ` ' ' ' r / / ` r \ \\s0 111EXISTING CONCRETE TO BE REMOVED ILDIN IVIS ON _ _ J 2u:zzzzzzz �, \\ '> \\ ,‘ :• ... , � ... a. BU GD 44 10 oi.� .. z 4 caca zzzzzri ,• .• - J 53 \\ �1 �f \ /'. m _ _ _Ji 2.0 L.4t. µ 22.8 L.F.t ' x ©' 32 0 L F.t \ 0 \\ .� \� \ . • EXISTING BUILDING/STRUCTURE TO BE REMOVED C 1-, \ t PD Engineering and Architecture / \ t , , :.. 0\ e1,R3 M Taxi: T ,. m \ \ s1 1II—III III_ Professional Corporation�— _— II' 7 : a. q • \ �� \ \ A EXISTING LANDSCAPING TO BE REMOVEDrrii O 0+ � + 1 \ \ _l -II -1 520 SOUTH MAIN ST. SUITE 2531 ,•- .ci;mow/ '01 / = / \ ##L.F.t AKRON, OH 44311 51 • �D��► —� \ , j�• I �� 0 it// � \ \ I I DENOTES LIMITS OF SAWCUT P: 330.572.2100 F: 330.572.2101 II I ,, 1 ' fr %%- I -mf iii II F \ sT GPD PROJECT NO. 2016355.37 I w �� 1 , \ \ S. ® DEMOLITION KEYNOTEI1 1 . 6 EXISTING ONE-STORY BUILDING �� I I �\ 11 \ 'G ,/ F.F.E:227.851 `�' 0 \ — _ 11 0 I� �� •i I -, �, II \ \ / --- — 10/30/17 0. II •©I D PROF __-- 53 1 N Im �k N. 0 /�`+. e/� // > \ 'S 1=1 (SEEPRODETAIL,OSED SILT BENCHMARK NOTE: ��'� Fss. -:- � 1 \ g .�. (SEE DETAIL,THIS SHEET) ELEVATIONS SHOWN ON THIS PLAN ARE NOT ACTUAL ELEVATIONS. ��5 �G I N EF o \ �� : — // �/ ®� THE VERTICAL DATUM IS BASED ON AN ASSUMED ELEVATION OF a R v \ 1 2.61-E I °r1 II / 85$29PE �____\\ _ F S�� 1� a 228.00 ON A STEEL SPIKE(BM 1)SET IN THE EXISTING PARKING LOT . ' • • / 5 / AT THE SOUTHEAST CORNER OF THE SITE. If' I : „ •• O /O rQ>�ir � /// / `� OREGON ' ,. N ��, o' ter .A€ ' ski \sHerr.ess . v+�:�. • (� ,��v.�� !•� //., �o i� 4`� / ✓fin! 10 20�Z `\ _ _ T F.tl \` % % % % % % '• % z •• • a 0 k / ' Under round Utilities �qREGi- i--1r/ i r s 9 RINKOCQr r n+ L°11Jo36 �— ® . . . © ?$6CFI ; 111-F' / / cEXPIRES:06/30/19 13.4 / nqi `� R=114015' gtl� E3Morou `boaS - - � • > L=16.95' — PA_ - z , z • . k 0 J - - / / 0�9 95 6 City oTigard Plans .... 53 —......-..____ T z z© z • O 0� \` - ��I/ 6 / /�O CHS5696'1606 16.95' f -- — 9 j i`� ® ` a — Ap ro ed • • - w _ ns ZE3y Date L 7 ., 14.4L.Ft , / /� b(16 � � .1 0 /,p�-"// \ / CO REVISION r II 0- '\ // ‘14 06OFFICE COPT 53 ?� 1 / / Va1'SS's // �( M I — NII 0... 0� 0/ \6i' ��P Py SILTSACK Regular Flow N .......-..—._....__—T—__�\ F y m / S// ControlBasinst — 8rz encTnchncm ' of Sediment Entering CatchProperty Test Method Test aural P‘4 c%" 1"REBARTHROUGH tstormwates Management) Grab Elongation ASTM.1)-4632 20% Ico U 11 / lbs. CD / / / _ r 11 /� _._.._._-._ ^ / GRATE Grab Tensile Puncture ASTM D 4833 120 lbs. __ // / /��f \ / (j V�\VP (y� LOOPS FOR BAG W nQ I/ �/.#4., y Q� /// .c \J RPr�` \ 1.0 Description l4zllea Surst A517S 11-3756 800 Y.S.I. ' ` Q LL 0 � �^`` rFL REMOVAL FROM INLET DUMP STRAPS 2 Trapezoid Teas ASTH D 4533 120 lbs. v • I - =C \ / Vv' l� '� EACH 1.1 This work shall consist of furnishing, installing, vv Resistance Asan D 4355 eo► Q O s – � �' ` _ \�Q _ _ maintaining, and removing SILTSACK Sediment Control Device Apparent Opening ASTM D-4751 ao os slay= Z 1 Q / / F as directed by the engineer or as shown on the contract Flow Rate ASTM D-4491 40 Gal/MSD/Ft L.L (n 0 \ OJ / !J, V .MINIPI lFAIRIIMIN Permittivity ASTM D-4491 0.55 sec; F- n/ \� ` S�/^\ at manufactured bySILTSACK Sediment Control Device is ty U '` U fl' ® •., / 0, / // \ R=11,399.1E F.� EXISTING/PROP. OR v ' Q V L=248'70 JP CATCH BASIN ACF Ehvsronmeatal, IaC• SILTSACK !Ii-Flow O Q O C_' '•,// / /p� / G�1'15'00' 1 :2: 1801 A-Hillis Road IY ii Ce 'T— T /� \\ / / GS�QE�`J/ CHS55°56'17^N,248.69' Richmonde Virginia 23237 Property Test Method Test Result n• Q. �' /�I/ \\ ]./ Z� /7,-, / Phone: 800-649-9223 Grab Tensile ASTM D-4632 265 lbs. \\ / / ^ Fax: 804-743-7779 / / Grab Elongation ASTM D-4632 204 II v 1V // CO'K//\tj EXPANSION RESTRAINT 2.0 matnriala Puncture ASTM D-4833 135 ms. STORE #: 3389 o / ` (1/4"NYLON ROPE,2" Mullen Burst As= D-3786 420 P.S.I. \\ o / ` 2.1.1 The SILTSACA shall be manufactured from a woven Trapezoid Tear ASTM D-4533 45 lbs. PROJECT#: 15375-032 \\ / FLAT WASHERS) polypropylene and sewn by a double needle machine, Uy Resistance ASTM D-4355 904 // .0 using a high strength nylon thread. Apparent Opening ASTM D-4751 20 US sieve CASEWORK CONCEPT: \\ 7 cj„ /^ Flow Rate ASTIm 4{91 200 Gal/x1*/Ftr % / // \ °. 2.1.2 The SILTSACK seams shall have a certified average Permittivity AS72 D-4491 1.5 sec 1 ISSUE DATE: \\Q //� \ / wide width strength per ASTM 11-4884 standards as . DESIGN MANAGER: / / / . follows: '711 properties are minima average roll values LEEDOAP: \ /o�as� j r Co> /7 c. '.,. suLTSACE style Test Method Test Method 3.0 Construction Sp°°°c° PRODUCTION DESIGNER: \ Qg+•'P?y v/ / 3.1.1 To. install the SILTSACK in a catch basin, remove the \ / // / °a . - • - Regular Flow ASTM D-4884 165.0 lbs./in grate and place the sack in the opening. Hold out CHECKED BY. / / / °.. .4 a_ _ °a Hi-Flow ASTM D-4884 114.6 lbs./in approximately six inches of the sack outside the Qr' \ /// y�' , 2.1.3 The SILTSACK will be manufactured to fit the opening frame. This is the area of the lifting straps. Revision Schedule \ //�/ // of the catch basin or drop inlet. The SILTSACK will Replace the grate to hold the sack in place. have the following features; two dump straps attached 3.1.2 The SILTSACX is full and be emptied emptying of they p / y'( // // at the bottom to facilitate the when the ACE considered cord is no longer should . Rev Date B Description 7 SILTSACK DETAIL SILTSAClCi the SILTS= shall have lifting loops as an 1 10.22.17 TB New Dumpster Enclosure / / / integral part of the system to be used to lift the / / / N.T.S. =TRACK from the basin! the SILTSACK shall have a 3.1.3 To cetera the Sind place take ug pieces of 1'^ 0- /' ' restraint cord approximately halfway up the sack to each side tabor and through the lifting loops on / s''C / / / eachthe TSACK,the sack to facilitate the lifting of / /' Keep the sides away from the catch basin walls, this 2.1.4 To empty the SILTSACK, place it where the contents ' / ^ // yellow cord is also a visual means of indicating when will be collected. Place the robes through the / /.� / /\ the sack should be emptied. Once the strap is lifting straps (connected to the bottom of the sack) S / \ / covered with sediment, the SILTSACK should be and lift. This will turn the SILTSACK inside outand SHEET TITLE: // / '/- emptied, cleaned, and placed back into the basin. empty the contents. Clean out with a shovel and DEMOLITION PLAN rinse. Rat= the 3ILTSACX to its original shape and /' 2.1.4 The geotextile fabric shall be a woven polypropylene place back in the basin. fabric with the following properties: 3.1.5 The SILTSACK is reusable. Once the construction cycle is complete, remove the SILTSACK from the basin and SCALE:AS SHOWN clean. The SILTSACK should be stored out of the sunlight until needed on another project. CITY OF TIGARD SHEET NUMBER: Approved by Planning C-101 14/ -- Initials: ____Z--S CONSTRUCTION KEYNOTES Q PROPOSED P.C.C.CURB PER DETAIL 2,SHEET C-501. ,0iAirgire� Q PROPOSED CURBED WALK PER DETAIL 4,SHEET C-501. fr. ....;; AL Q PROPOSED P.C.C.WALK PER DETAIL 3,SHEET C-501. Q PROPOSED ADA ACCESSIBLE RAMP PER DETAIL 7,SHEET C-501. O PROPOSED 4"WIDE,YELLOW,SOLID STRIPE. Q PROPOSED TRANSVERSE STRIPING PER DETAIL 12,SHEET C-501. O PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER DETAIL 5,SHEET C-501. Q PROPOSED WAYFINDINGS PAVEMENT MARKINGS PER STARBUCKS STANDARDS AND DETAIL 13,SHEET C-501. Q PROPOSED ADA PARKING SIGN WITH 6"BOLLARD PER DETAIL 8,SHEET C-501. k it \_°,. \\ CO PROPOSED LANDSCAPING.SEE SHEET L-101. NNI 1 Q PROPOSED OUTDOOR SEATING AREA.SEE ARCHITECTURAL PLANS FOR LAYOUT AND CONCRETE SLAB 02015 STARBUCKS COFFEE COMPANY I b 1 I TICKNESS AND REINFORCEMENT. 11 F. 1 0 PROPOSED BIKE RACK PER DETAIL 9,SHEET C-501. STARBUCKS COFFEE ÷ F 1 r 11 0 PROPOSED SITE DIRECTIONAL SIGNAGE.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. COMPANY — II O 11 0 PROPOSED DRIVE-THRU CLEARANCE HEIGHT SIGN.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. I11 ® PROPOSED 6"NON-ILLUMINATED BOLLARD PER DETAIL 1,SHEET C-502. 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 II ' \ 1 1 � 11 • PROPOSED DRIVE-THRU CANOPY AND DIGITAL ORDER SCREEN.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. (206) 318-1575 0 20 I ` / La 1\ 111 0 PROPOSED 5-PANEL MENU BOARD.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. PROPOSED SERVICE RAMP PER DETAIL 7,SHEET C-501. THESE DRAWINGS AND SPECIFICATIONS ARE <C 0 T Q \\ PROPOSED CROSSWALK STRIPING PER DETAIL 15,SHEET C-501. CONFIDENTIAL AND SHALL REMAIN THE SOLE 10 40 PROPERTY OF STARBUCKS CORPORATION, 1'=20' 0 0 \ 0 PROPOSED DUMPSTER ENCLOSURE.SEE ARCHITECTURAL PLANS FOR DETAILS AND CONCRETE SLAB THICKNESS AND WHICH IS THE OWNER OF THE COPYRIGHT IN Horizontal Scale in Feet >B• �9 \ \ REINFORCEMENT. THIS WORK. THEY SHALL NOT BE REPRODUCED LEGENDPROPOSED STOP SIGN PER DETAIL 2,SHEET C-502. (IN WHOLE OR IN PART),SHARED WITH THIRD \ I y 0 PARTIES OR USED IN ANY MANNER ON OTHER CD 0Q i \ ( 0 EXISTING GAS METER RELOCATED.COORDINATE WITH GAS COMPANY. PROJECTS OR EXTENSIONS TO THIS PROJECT • - - - - � (F-) i \ T SEE SHEET C-001 FOR GENERAL LEGEND) 0 CONTRACTOR TO EXTEND EXISTING GAS LINE TO NEW METER LOCATION AS SHOWN.COORDINATE WITH GAS COMPANY. WITHOUT THE PRIOR WRITTEN CONSENT OF /7 % O I ( ^) \ p + + + + +++++� PROPOSED STANDARD DUTY ASPHALT STARBUCKS CORPORATION. THESE DRAWINGS // r ®°- J v I \ \\\ PER DETAIL 1,SHEET C-501 0 EXISTING ELECTRIC METER RELOCATED.COORDINATE WITH ELECTRIC COMPANY. AND SPECIFICATIONS ARE INTENDED TO O CONTRACTOR TO LOCATE EXISTING ELECTRICAL AND COMMUNICATIONS CONDUITS AND REROUTE TO BUILDING AS SHOWN. EXPRESS DESIGN INTENT FOR A \ /l �I No, I co I // ® A\ \\ """ " """""" COORDINATE WITH RESPECTIVE UTILITY OWNERS. PROTOTYPICAL STARBUCKS STORE(WHICH IS ....... .. .. .. ...... PROPOSED 1-1/2"MILL AND OVERLAY \` - - �y-_ A ! m SUBJECT TO CHANGE AT ANYTIME)AND DO NOT _ - - l._._ ,� I it _ _ _ _ re= \ 3y PROPOSED FULL-DEPTH ASPHALT SECTION PER DETAIL 1,SHEET G501. \\ REFLECT ACTUAL SITE CONDITIONS. NEITHER / 0 \ `�' ® PROPOSED \° Q "• '' . ' . PROPOSED CONCRETE PARTY SHALL HAVE ANY OBLIGATION NOR II II \ II II PLANTERS.SEE ARCHITECTURAL AND LANDSCAPE PLANS. LIABILITY TO THE OTHER(EXCEPT STATED �,JI I G2e �� I� ` \ O NOT USED. ABOVE)UNTIL A WRITTEN AGREEMENT IS FULLY y \� J J \ # CONSTRUCTION KEYNOTE ® EXECUTED BY BOTH PARTIES. \F . \ \\ 0 PROPOSED 12 L.F.4'PVC DOWNSPOUT COLLECTER LINE @ 1.0°h to - -- -- -- \ \ - ' 0 PROPOSED 4'PVC STORM DRAIN IN CURB.INV=227.38 STARBUCKS TEMPLATE VERSION 12015.05.01 \ \ PROPOSED DRIVE THRU STACK CAR AND NUMBER <�{ 00 I 0 PROPOSED P.C.0 CURB TAPER PER DETAIL 3,SHEET C-502. --_...-...... O SEE ENLARGEMENT TO RIGHT tot 4 \\ As\ PROPOSED DOWNSPOUT /'._ to \ O \\ s\4m\ 1111111.11.1111/4 (SEE ARCHITECTURAL PLANS) in 0 / + + + + + + / ® 4\�y�\ _ _ �� i� I�� \�\` � `\ GPD Engineering and Architecture \ \ Professional Corporation /� o� + ,® + ® \ ' \ fl 520 SOUTH MAIN ST. SUITE 2531 mri Q + OO AKRON, OH 44311 p� ` \\ 11 _ B.0' Bs 8s B.0 5.0' 11.0' P: 330.572.2100 F: 330.572.2101 rII` � © • 11'��h• ® p 11 % \ \ I "1 \ m _ _ O -� ?Q\ / \ \ — N GPD PROJECT NO. 2016355.37 {I ;II laff ISI \ \\ I II ® m ® -IV ro, 1 II F ` I 0 O ED PROF 10/30/17 I °7�I IIII \ \ m o .ctc+ FS PROPOSED STARBUCKS ;co \�� /, ` csi �G1NEF Oy _ _ _ _ 11 IA ii I m F.F.E.=227.851 ` I%r�r. �, II \ \\ II 0 �85829PE R 7 ��_ v -o- II 5OREGONI • i� �i�/J.,,G �I ® D. . I r —0 D.S 3111 // / y l f� �q of — I , .g, / �� • RRLN KOBE i - --- —1-1, 6.-. \ 10 0 ND — SEE 1 -6EM�pRIGHT + + >a + �+ ++ ++ + + + ' �/ .T1' N EXPIRES:06/30/19 a �_ Q O m + + ' v co ENLARGED SITE PLAN // /ri G -- - Iitt\ em .. \1 =_ = = _ = = — ® ® +` / Q � �s�e'' 1"-10 \ / r= -- ... ..... — i S / L=16.95 — P/L \ °��/� / e40°05136° _-....-...- I n I O� / CH$56°169418/,16.9 H' CO I / . I - ti 0 co / // . \ L L tiCNI // 4� v / � IA •707G// / - - IS I I I I I I wm Q / Sm .0.- a \ 7 7 7/7 41 a a s coII r / / Cr" P C ° ZL _ < co CI (ccri / Qp, � \ ° I- — I-/1 ' i' J ' / \� G ,_ / ..: s. / \ \P ° 0_ U. D_ r H / \ R-11,399.16' �A /, Q��' /.�, / / L=248.7a f� ° ,a, ® . a _ STORE #: 3389 \\ / ..- --40�/' CH=S56°56'17W,248.69' g. \\ „--;.-- A S�//^ a • I ° PROJECT#: 15375-032 11 v' \� / //\ Q- © CASEWORK CONCEPT: °\\ `© y `' BENCHMARK NOTE: ISSUE DATE: 7--7--- / DESIGN MANAGER: \\ -.-MIENMUM isimai ELEVATIONS SHOWN ON THIS PLAN ARE NOT ACTUAL ELEVATIONS. \\ / / /^ ® t� ■or THE VERTICAL DATUM IS BASED ON AN ASSUMED ELEVATION OF LEED AP: \\ ,, /' \ i ENLARGED SITE PLAN 228.00 ON A STEEL SPIKE(BM 1)SET IN THE EXISTING PARKING LOT PRODUCTION DESIGNER: G` , \`\-- /' 1"=10' ® AT THE SOUTHEAST CORNER OF THE SITE. CHECKED BY: 7 \ / /7 / Revision Schedule � / �z Underground Utilities Rev Date By _ Description .(2 - \ 7 ' / ' // 1 10.22.17 TB New Dumpster Enclosure / i' // / � w�' i .\D0� 2 Nerking Days M��4 ' B -fore; You Din 7 • / ' '' r,„ E SHEET TITLE: SITE PLAN SCALE:AS SHOWN SHEET NUMBER: C-111 ÷N iiitte fr ; lk 0 10 5 20 1"=10' Horizontal Scale in Feet 02015 STARBUCKS COFFEE COMPANY STARBUCKS COFFEE l - COMPANY A it \ 2401 UTAH AVENUE SOUTH I I �� I II \ SEATTLE, WASHINGTON 98134 II i II \\ (206) 318-1575 .00± THESE DRAWINGS AND SPECIFICATIONS ARE i I I I F \\ 8=227 501 PROPERTY OF STARBUCKS CORPORATION, ICONFIDENTIAL AND SHALL REMAIN THE SOLE I 228.03± )/ I \I l JJ =227,.2 WHICH IS THE OWNER OF THE COPYRIGHT IN �� / B=227.12 THIS WORK. THEY SHALL NOT BE REPRODUCED 227.70 LEGEND (IN WHOLE OR IN PART), SHARED WITH THIRD 727 T=227.56 PARTIES OR USED IN ANY MANNER ON OTHER (SEE SHEET C-001 F OR GENERAL \ B=227.06LEGEND) PROJECTS OR EXTENSIONS TO THIS PROJECT \ WITHOUT THE PRIOR WRITTEN CONSENT OF \ 1=227.15± o . <0: STARBUCKS CORPORATION. THESE DRAWINGS \ T=228.41± \ 227. 1 ,t, B=226.653 000 PROPOSED CONTOUR AND SPECIFICATIONS ARE INTENDED TO B=227.913 '�6 r/ (S EXPRESS DESIGN INTENT FOR A /_ 000.003 EXISTING SPOT ELEVATION PROTOTYPICAL STARBUCKS STORE(WHICH IS �. 227.62 17'0 te, \1 \\ SUBJECT TO CHANGE AT ANYTIME)AND DO NOT // �. 221.231 000.00 / PROPOSED ELEVATION @ FINISHED GROUND REFLECT ACTUAL SITE CONDITIONS. NEITHER \ ELEVATION PARTY SHALL HAVE ANY OBLIGATION NOR - �� 7 : ` LIABILITY TO THE OTHER(EXCEPT STATED ➢➢ T=227.37 T=227.38 4. \ ��,ppT=000.00 TOP OF CURB ELEVATION ABOVE)UNTIL A WRITTEN AGREEMENT IS FULLY T=227.52 ' C48=000.00 BOTTOM OF CURBIFINISHED PAVEMENT ELEVATIONEXECUTED BY BOTH PARTIES. 6=226.87 B=226.88 226.741 ,� T=228.331226.90± 226.7: _\ B=227.02 27. 1 \8=227.831 '. 227'3 \ \„ \ 000.01 MATCH EXISTING ELEVATIONSTARBUCKS TEMPLATE VERSION 12015.05.01 / , 22..75± 226.76 a 22 ? 26.. 3 r A 227.34 \\ �. \\ 0.0%T=227.27 � \ _firPROPOSED DRAINAGE SLOPE 8 DIRECTION idliihs` II T=227.83 'B=226.77 1 L c1G 6=227.33 , \\ :\* \ \ OPROPOSED ELEVATION KEYNOTE / - - 226 8 T=227.47 ` 1 =227. 9 1 \ Yfr \\ \ \// O �� B=226.97 =-.�s11 ` B=227.09 T=227 :1 \\ \ \\ \ S • �// �\\ 22l B=226.96 = 8=227.30 /\ \\\ leaV =2 7. c B=227.18 227.25± INV=227.38 \ \ GPD Engineering and Architecture \ Professional Co oration / o � � E22 . 2± �� 227.25± 227.191 =227.. =227.56 8=227.08 B=227.1' T=227.78 27 ± \\ \\ / . 520 SOUTH MAIN ST. SUITE 2531 / 6.823 ■i B=227.13 B=227.06 227.06 22 1: 1 B=227.28 27.87 \\ \\ ►°/ ■�' l B=27.37 \\ \\ \ AKRON, OH 44311 / I I ■ �- �I T=zz7.n =227. 98.3°k 8.3°k \\ \\ \ P: 330.572.2100 F: 330.572.2101 1.5% -- -�Ar- 0.4% \\ \ \ GPD PROJECT NO. 2016355.37 B=227.27 B=227.19 _,/� n 7D _,� \II \\- - Cn ` 11 `_I \ \/ ,227.75227.64 227.16 227. : 227.•: 227.74 227.:. 1!!!E\\`re10/30/17 227 7. \ N. ��ED PROFESS 227.72 , \ \\ to ��GINEF� ,O- I 22 II�� - 227.:5± • , + '�PP I I \\ \\ A 85829PE - 1 OM II IIII \ j OREGON I I \ ?II I I I I \\ \\�1�� O mil/. 10,201�G�� i\ / II �w \ \ 4'SR:ry Kp'CE l� PROPOSED STARBUCKS I� II ` EXPIRES:06/30/19 �� a II \ II III F.F.E.=227.85± if /I \ I II // / 227.27± T=227 74± I I 0 / / \ T=227.251 T=227.:1 B=227.243 I I MON B=227.2'3 227.253 II B=227.31 227.81 // // Oon z 227.10± ■ 227.:51 // //zz7.o,3 ' ' a DS. D.S. %�/ /� �� CO II`J � / ,w,xx,/' �,, �Ir _ T=227.801 227.68 // / / W = Ch227.81 D,S, T=227.588-227.30± // // 2 VII = T=227.81 - I T=227.81 B=227.08 T=227. 8 // // �1iir / / LL CV 0 B=227.283 2 1± 6=227.31 e %B=227.31 B=227.08 // // / -T=227.153 II I 2 30± \\\ D // \ILQ\v •O / -r- 1 B=226.73± -� 227.2:1 //' / /// / 2 co Q I I 226.881 \\ I // / / 7-------- LLI Et fl O 22..71± - \\\ 227. 71 T=227.: r- /// /\ /// / / Q U 8 14wcc _ 227.1 ± \ B=227.34 / \� / / / Z u_ Q co Q • 1 \\\\ )i 227.043 227.101 //i/' Q /// /' U / 1 U r 2261:3 ---. � 226.751 ice'// / w /' /// NIA W Q ' O Q �� ' R=11,409.16' ^^ Et r - 226.213 =226.8 - - - - Q\� \ �/ // / I..� 0 r I- B=226.85 __ _ -_ _ _ L=16.95' - wy /© _ _ _ _ - / A=00°05'06" STORE #: 3389 `�_ CH=S56°16'14"W, 16.95' PROJECT#: 15375-032 ��_ 9 0 , _ _ _ _ �� BENCHMARK NOTE: CASEWORK CONCEPT: �' / 7 7 7NIA ELEVATIONS SHOWN ON THIS PLAN ARE NOT ACTUAL ELEVATIONS. ISSUE DATE: T=227.02 / / i ' - THE VERTICAL DATUM IS BASED ON AN ASSUMED ELEVATION OF DESIGN MANAGER: B=227.02 227.10 / 7 / \ NIA 228.00 ON A STEEL SPIKE(BM 1)SET IN THE EXISTING PARKING LOT I//C` > AT THE SOUTHEAST CORNER OF THE SITE. PRODULEEDGCTION DESIGNER: 226.35± I. • 1 1 1 1 1 1 1 / Q\�' / / 7' / / 7 '\ / \ �1C'F/ 226.40± 226.72± 227.15± / / //' / \• lfr j /' \�1'/ CHECKED BY: � / / �/ i / Underground Utilities RevisionSchedule / / / T=227.0' I i Q\b / / / B=226.771 I /' // / g _ 2 Working Days ;�. Rev Date By Description ---- IIC / / / / / IP��., Before You Dig .,ij� 1 10.22.17 TB NewDumpsterEnclosure i / / u ° SHEET TITLE: \ v SI V GRADING PLAN . \ _ _ _ \ / Q ' / j/ / // SCALE:AS SHOWN J SHEET NUMBER: C-121 PLANT LIST iiiitOW Symbol Botanical Name Common Name Qty. Min. Size Condition Remarks 4hIr ,..; AL Ca Calamagrostic x acutiflora 'Karl Foerster Feather Reed Grass 18 No. 3 Cont. 3'o/c Cs Comus sericea Red Osier Dogwood 7 30" H B&B 5'o/c Dc Deschampsia cespitosa Turrted Hair Grass 38 No. 2 Cont. 2.5'o/c 0 Ga Gaillardia aristata'Bijou' Blanket Flower 133 No. 1 Cont. 1'o/c 02015 STARBUCKS COFFEE COMPANY :4,, Hh Hemerocalis'Happy Returns' Happy Retums Daylily 26 No 1 Cont. 1.5'o/c STARBUCKS COFFEE Ig Ilex glabra Inkbeny Holly GU& 24" H B&B 4'o/c COMPANY Ln Lagerstoemia'Natchez' Natchez Crepe Myrtle 5 12' H B&B Multi-Stem 2401 UTAH AVENUE SOUTH Pj Phormium'Jester' Jester New Zealand Flax 14 No. 3 Con't 3'o/c SEATTLE, WASHINGTON 98134 (206) 318-1575 Vt Viburnum tinus'Spring Bouquet' Spring Bouquet Laurustinus 7 36" H Con't 5'o/c THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART),SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS LEGEND AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED I' I I �,f \\ EXISTING TREES ABOVE)UNTIL A WRITTEN AGREEMENT IS FULLY I 4 I /I UI i II \\ EXECUTED BY BOTH PARTIES. �)/ IVl , Li j V \ STARBUCKS TEMPLATE VERSION 12015.05.01 \ \\ `.A \\\ .� \ \\ to \\\ \ \\\ elPEXISTING SHRUBS /'._ �� \ \ GPD Engineering and Architecture A I °fi a \ \ —--_--—--— Professional Corporation cr �. \ \ PROPOSED LANDSCAPE BED EDGE,SEE 520 SOUTH MAIN ST. SUITE 2531 c9 \ \ DETAIL PER SHEET L-001 / , OH 44311 - \\ o\\ \\ P: 330.572.2100 AKF:0330.572.2101 \ \ PROPOSED TREES GPD PROJECT NO. 2016355.37 ��. 0 \\\ A 0 \�GI \\ e F 10/30/17 qui G I �� AVA � `•� r \ ��F \\ �:::::::::::: ��C� �cR��°� \ PROPOSED SHRUBS,GRASSESii� � � I •� ,,, I,'® I elt \\ �•/ \\\Nor V'' 91,� \\ 0000 �, AND PERENNIALS �� ' .�� 11111 ` „ _�il` • \ \\ \`_ \ \ /''''-X,\l \\ 4 6-Hh \ \ fir/ y PROPOSED PLANT QUANTITY AND SYMBOL // o X11-�� O \\ \\ \ �IE. alille O AlI \\ • I��I,�� Q \ I• \\ \\ \ �u � PROPOSED SODDED AREA �G II , . •. • ' 0 Ar -o- v sip a CEM LAM a a a a CM \\ 1 (101 . ., EXPIRES:06/30/19 —___ r - ll t a �J 9 \ \ \ %/ �0.� wc&ir3' �� © v v NOTE; , ,, 6� a ��.�./, �— i� •---�I ie * F \ \ 1.ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED OR CO Ji a d irk I i.�IA I \ \ MULCHED SHALL BE SODDED PER SHEET L-001. I .i, ® 1 i�!/e/"�� , II II . v v I =.ra . a .a �/1^� II II \ \ 06 i ] Z CONTRACTOR TO CONTACT OREGON UTILITY NOTIFICATION m ��0 ' I ! •Ni II I I F' .\\ \\l k CENTER PRIOR TO DIGGING TO IDENTIFY POTENTIAL CONFLICTS 0 Cr) 1 ....1 I 3-PJ ° �t•``t / I I �' \ \ WITH ANY EXISTING UTILITY SERVICES.IF CONFLICTS ARE — N Oj�A� PROPOSED STARBUCKS it a �!_ �►��. II \ \ IDENTIFIED.CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY 60-G•� �Ass�� 4 i'��,`� II r 11 � '}= \ \ BEFORE BEGINNING ANY WORK. � (� � o � ; �tr►�� FA .F.E.=227.85± 319 O`;=� ► ce II \ \ = W Q Z „ E I III e•••� c.l a d 3-Ig a // // \ / \ Z Q co co Q I'; X I I I I OLIO ��i;/ // cn I I U U r I 011r,�_ s 4313, e. 6 simi1/24. , ) 3 < 3 N- 0 .I,v�-wj� i.�1 �� 00 ��`. till'�ii'•�nipt • ��/i-Ig ralighA A 41 CI // / / STORE #: 3389 aI I m 1 �i��i`j� /� ��OO X00, �� // / ................. • r �0 / \ 01• a , � Jt_tat/i / i / PROJECT#: 15375-032 O 1 3-Ca.��a�i1 H i1� H 1� N H 1 1 - �__� \� / `�/� �'� /// ��, Qr ,% �� / I �,r�4 e 4, z i BENCHMARK NOTE: CASEWORK CONCEPT: O "• \\\ 413e,♦ ` �`�`Ji /// ;;' / St ELEVATIONS SHOWN ON THIS PLAN ARE NOT ACTUAL ELEVATIONS. ISSUE DATE: I is i I I --' O \ Cla I �2 �� THE VERTICAL DATUM IS BASED ON AN ASSUMED ELEVATION OF DESIGN MANAGER: _ ` \\ — 4-D'- I // ti i 7 P 228.00 ON A STEEL SPIKE(BM 1)SET IN THE EXISTING PARKING LOT LEED®AP: IM4 , S.. - \\�\ i \\- z,V __\\rcI'i �z `� AT THE SOUTHEAST CORNER OF THE SITE. PRODUCTION DESIGNER: a O O \� i Q % �0\_ 7 CHECKED BY: �� , moi . i �G !�\S � \N” ° 1 a - \ � 7 _ -- _ _ _ /� � - c / .— 4 ��/ Underground Utilities Revision Schedule la 4in a d a ❑ _ _ — _ Q3A a a Rev Date By Description a _ _ _ — _ _ _ — �\ _ 2 Working Days 1 10.22.17 JA New Dumpster Enclosure a. - ❑ ` / /� r� / / /7 N �`.) Before You Dig �"�i� ÷ r d <I 0- ‘, m a - I Q�0* V � / � _ - - - may/ a , ° a d Z z ti SHEET TITLE: � - 7 'v LANDSCAPE •P r , , , „ ❑ 0- •'" PLAN 1-j , e ❑ ❑ )1 i SCALE:AS SHOWN _, . ., ' i ii _ _ / i � 5 20 SHEET NUMBER: <7-Vt QA 5 7 7 1"=10' 1 '; / i i Horizontal Scale in Feet L-101 ° ARCHITECTURAL NItitf \- d SITE PLAN NOTES SHEET NOTES fer ...;., Ilk I A. REFER TO EXTERIOR ELEVATIONS ON SHEET A-2001 1. SEE SHEET C-101 FOR SITE DEMOLITION PLAN. &A-2002 FOR BUILDING SIGNAGE LOCATION AND i DESIGN ID. REFER TO ELECTRICAL PLANS FOR 2. NEW ACCESSIBLE PARKING SPACES AND VAN d ELECTRICAL REQUIREMENTS. LOADING ZONE,SEE CIVIL FOR MORE INFORMATION. vi B. LANDSCAPING TO BE PROVIDED PER ZONING CODE 3. CURB RAMP, SEE CIVIL FOR DETAILS. co - N \ /--- TT ' d AND LEED REQUIREMENTS. 4. REPAIR ASPHALT PARKING LOT AS NECESSARY FOR / •-1003 /`C> C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE SMOOTH FINISH,TYPICAL THROUGHOUT. MONITORS COORDINATED BY STTARBUCKSTION AND 5. PATIO/SIDEWALKLAN CURBED AND PLANTER BED AS O 20 17 STARBUCKS COFFEE COMPANY \v C OD 14323 CONSTRUCTION MANAGER. REFER TO ELECTRICAL SHOWN ON CIVIL(AND LANDSCAPE)DRAWINGS.9 •d SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS.® -- STARBUCKS COFFEE � p •-1003 6. REPAIR BROKEN AND DAMAGED CONCRETE CURBS 10g� -\�� Y 14323/ \ D. GENERAL CONTRACTOR TO APPLY CONCRETE AS NECESSARY,TYPICAL THROUGHOUT. COMPANY SEALER TO ALL EXTERIOR CONCRETE PATIO AND 2401 UTAH AVENUE SOUTH I WALKWAY SURFACES. 7. INSTALL NEW DT CLEARANCE BAR AND FOOTING. SEATTLE, WASHINGTON 98134 O1 0 a ' SEE STRUCTURAL. / 9 \ \ Y 14324 p Y 1432. 0\ E. SEE SHEET A-1003&I-1004 FOR ARCHITECTURAL SITE (206) 318-1575 � ,A 1003r \ ' DETAILS. 8. INSTALL NEW VEHICLE DETECTOR LOOP, PER �/ ELECTRICAL. THESE DRAWINGS AND SPECIFICATIONS ARE S 14327 ® \ F. REFER TO FF&E PLAN ON SHEET 1-1105 FOR CONFIDENTIAL AND SHALL REMAIN THE SOLE FURNITURE DESIGN ID'S. 9. APPLY NEW DRIVE-THRU GRAPHIC TO GROUND AS PROPERTY OF STARBUCKS CORPORATION, I X 4 v INDICATED. WHICH IS THE OWNER OF THE COPYRIGHT IN 2 G. PROVIDE PROTECTIVE BOLLARDS ON BOTH SIDES OF THIS WORK. THEY SHALL NOT BE I 21 v4-2 �� N� \a EXTERIOR ELECTRICALNTILITY SERVICE ADJACENT 10. NEW TRASH ENCLOSURE WITH GATE.SEE DETAILS REPRODUCED(IN WHOLE OR IN PART), SHARED \ TO VEHICULAR TRAFFIC. EXAMPLES INCLUDE FIRE ON A-1005. WITH THIRD PARTIES OR USED IN ANY MANNER 0 14323 0 ob d STAND PIPE, GAS AND ELECTRICAL METERS, SITE ON OTHER PROJECTS OR EXTENSIONS TO THIS in\ 13'-9 1/4" \ TRANSFORMERS, ETC... 11. RE-STRIPE PARKING AREA AS INDICATED ON CIVIL PROJECT WITHOUT THE PRIOR WRITTEN I 2'-11 1/4" Y 14324® 4 DRAWINGS,TYP. CONSENT OF STARBUCKS CORPORATION. " \add THESE DRAWINGS AND SPECIFICATIONS ARE X x 6'-6 1/2�P i II , — Q 12. SEE CIVIL DRAWINGS FOR EXTENT OF CURB INFILL. INTENDED TO EXPRESS DESIGN INTENT FOR A \\\ 14091 ® PROTOTYPICAL STARBUCKS STORE(WHICH IS 13. HOSE BIB LOCATION,SEE PLUMBING DRAWINGS. SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. a (/� \' 14. INSTALL NEW 5 PANEL MENU BOARD AND FOOTINGS, NEITHER PARTY SHALL HAVE ANY OBLIGATION \ i 1 SEE STRUCTURAL. NOR LIABILITY TO THE OTHER(EXCEPT STATED • 1003 � , 1003 ABOVE)UNTIL A WRITTEN AGREEMENT IS ED 1003 \ 15. INSTALL NEW SITE DIRECTIONAL SIGN AND FOOTING, FULLY EXECUTED BY BOTH PARTIES. ro SEE STRUCTURAL. ' 16. INSTALL NEW DIGITAL ORDER SCREEN WITH CANOPY STARBUCKS TEMPLATE VERSION 12017.05.18 T \� // ° \ (3-/ ANDAND FOOTINGS,SEE STRUCTURAL. j�D A 10/30/2017 i \ O 17. METAL CANOPY. ��" RC•t ' l� 18. NEW RAILING. (�MAR1 S.5:11.01'I3K 9 �� O 19. PATH, ENSURE ADA CLEAR PATH TO ENTRY DOORS. AKRON, OH 9 O 1003 Y 14323 O �C) • NO. G038 S d 20. PAVED DRIVE-THRU LANE WITH 6"CURB. C- - Ci En 21. NON-ILLUMINATED BOLLARD. 0 O 9 Y 14324 \ O \ °a �� 22. NEW BIKE RACKS UNDER CANOPY. )�,�,�AP' ' -1003 m �� d �� 0 �8 3 0 \\\\1 23. ADA PARKING SIGNAGE, PER CIVIL. AS ,A-103j -1003 O Y 1409524. SITE LIMT OF WORK LINE. OY1410s \ - '''�� 14b030 ! 1 -) -) ��-1 © � v GPD Engineering and Architecture t 'a \\ Professional Corporation 3'-06,00.C.\) O© 14101 /� 4 ° ° 520 SOUTH MAIN ST.SUITE 2531 I J 10 ®Y 14091 4 AKRON,OH 44311 iij / E�€� I �\' C YI 14103® '© a. .r., 7 a P: 330.572.2100 F:330.572.2101 23 ® 1 ,o� GPD PROJECT NO: 2016355.37 I © Y 14327 15 �� ■• i I Y 15700 O r • 4-1003 Y 14116 a ° ° a °+ o 110 IY 14163 v 4 © ° © L .Y 10042 a ° d •° vl Y 16103 17 ° a Naai d o �\ I l102I I _i1Y14h19. / 14 I©d © 16103 Z 2 I5'\ 6 0 ' i .I �`. . Y161020 ® N b I— • I CO �/�-100, -1003 0 U OTt ." I qr Y 16102 v 06 CC a °� \ 4 1 6 I Q 161020 CO 11 I C lei' � ♦ u 16102 U- N m � _ 1 N its — — — — — — — ❑ 1 3 ♦ Y 12147 Y 17876 (3) '\ d 2 Nd ..,_...; I . Y 16102 > 1 . W D'•LIJ a rt LI . / M _U o � O © !._. Q ` �� Y 16102 d4 Z IL Q co 0 a / a ° I 1- OQ c `�` - - - Y16102 1Y 161030/ / 8 < CI N2 V ® cI — — �?I1 O Y 16102 Y 16102 / ' d a a r H U a / - \I . • oTi, ice, / STORE #: 3389 o I •-005 A 21 Y 141031';6" ( \ / . • d a a PROJECT#: 15375-032 a 4141" _ _ ° a ISSUE DATE:DESIGN 100%09.08.2017 RYAN WONG U I ' ' - 'o O 20 O / °d d LEEDC AP:MANAGER: SUZANNE SULLIVAN / ° 10 PRODUCTION DESIGNER: HEB o a d v I \ A 10, 0 20 / a . ° CHECKED BY: TOM CONNER I e O Ix,,4 Revision Schedule 10 IN, Rev Date By Description / a COW U 1 l a a ' �► a ,t�� , 1 10/22/17 Revision 1 K'N �� `r. . - SYMBOL LEGEND --- _ a �F Q 11_-6 _ J / ° Cj • DATUM POINT Q SHEET TITLE: M I ' 4 ARCHITECTURAL SITE • / Olt 8' 16' 24' PLAN © r SCALE:AS SHOWN ° 4/37 a — — — 4 — — — — — — — — — — — — / / ° asaar-io E.co � N SHEET NUMBER E d ° C 1)ARCHITECTURAL SITE PLAN A-1001 `- scare 3/32"= 11-0" CMU SLOPED TOP CAP A 9litte /••' .:-/ 1 \ \ / , -•/ 1"DIAMETER SOLID STEEL ROD • j i CANE BOLT 2'-0"LONG ,. Ilk /: / t . _ // BRICK VENEER TO MATCH '' I BUILDING / \ \ • 8"CMU WALL(GROUT SOLID)W/#5 VERT. / /I @ 16"O.C. (2)#5 VERT.@ WALL ENDS AND /1 CORNERS,AND(2)#4 HORIZ. @ TOP, • V / 1 MIDDLE,AND BOTTOM OF WALL. PLACE 9 / =-/' 1-1/2"WIDE X 8"DEEP SLOT CUT /-,: ,✓I GAUGE LADDER TYPE, HOT DIPPED CMU SLOPED TOP CAP — — ' — / • %' GALVANIZED PER ASTM A153 CLASS B, I INTO PIPE / ; i I (�2017 STARBUCKS COFFEE COMPANY HORIZONTAL JOINT REINFORCING `ao -` ,./I AT 16"O.C.VERTICALLY FOR CONCRETE I 4 I T.O.CMU STARBUCKS COFFEE PROVIDE BOND BREAKER j:'•F / j MASONRY, LAP HORIZONTAL JOINT i� MATERIAL BETWEEN REINFORCING A MINIMUM OF 6". / ; / +6'-0" COMPANY �'. / ! HORIZONTAL JOINT REINFORCING TO BE / I CMU WALL AND /•- / . /0_1/ I DISCONTINOUS ACROSS MOVEMENT /:, / FOUNDATIONS. 4-i -� i JOINT CMU WALL AND / '•;/ I . , 2401 UTAH AVENUE SOUTH \ — SEATTLE, WASHINGTON 98134 / -.`•/ REINFORCING PER •i 206 318-1575 6"CONC. CURB /'-`•*r • DOWELS TO MATCH DETAIL 8/A-1005 /r ./ N / / 1 WALL VERT. I CONC. SLAB AND / • '-/ 1 REINF• ORCING; i / U-/' ALTERNATE HOOKS, I �'- / 1 1/4" (4) 1-1/4"OUTSIDE DIAMETER THESE DRAWINGS AND SPECIFICATIONS ARE REINFORCING PER / /I LAP 36"MIN. PIPE WELDED TO GATE CONFIDENTIAL AND SHALL REMAIN THE SOLE PLAN • _,,_, G; 2•,,'/ FRAME 1'-4"LONG PROPERTY OF STARBUCKS CORPORATION, / : • I I /' °'/ I Zo WHICH IS THE OWNER OF THE COPYRIGHT IN #4 x 24" /..a: / 1 / _ /1 /€• / THIS WORK. THEY SHALL NOT BE j.',-`/� GROUT CMU&COLLAR j'::: REPRODUCED(IN WHOLE OR IN PART), SHARED AT 18"O.C. z '-': / 1/1 JOINT SOLID BELOW /- CONCRETE SLAB PER PLAN WITH THIRD PARTIES OR USED IN ANY MANNER ° /- /1 GRADE I ,:° /, I ON OTHER PROJECTS OR EXTENSIONS O THIS f! 7. PROJECT WITHOUT THE PRIOR WRITTEN ' • -/1 CONC. FOOTING I I CONSENT OF STARBUCKS CORPORATION. /, / I SLOPE PER PLAN g i i PER PLAN - \ \ THESE DRAWINGS AND SPECIFICATIONS ARE •` ,-•• -• •• , •i'°,'r/- ijI I \ I I I I INTENDEDTOEXPRESSDESIGNINTENTFORA ! 1 /±.4- II PROTOTYPICAL STARBUCKS STORE HICH IS . '.n `- H — T./. � t;/ • • • _ - 7 SUBJECT TO CHANGE AT ANYTIME)AND DO F III I — —�� I �f � ; #` X51 p ' L '; ,7= K r. - NOT REFLECT ACTUAL SITE CONDITIONS. 1 1— — ° _ 1 11 11—III 1 I 1 I I- : . ...1,.. ,..... 1=1 I 1 1 III III 1 1 - 1 1-1T 1 I —I 1 I nil 1—T 1 I- NEITHER PARTY SHALL HAVE ANY OBLIGATION I s°` `y ___ — — \ \ PROVIDE 1-1/2" INSIDE DIAMETER X NOR LIABILITY TO THE OTHER(EXCEPT STATED 11 l{ —1, '; ' 1- 1—I I 1 111 `. .'- :;. --•" - • 1 I_ f-' ;,1------1H_'-)-4 1) 1=-1 1 2 DEEP STEEL SLEEVE SET IN ABOVE)UNTIL A WRITTEN AGREEMENT IS \ ( ' 1=1 -11— CONCRETE AS SHOWN IN TRASH FULLY EXECUTED BY BOTH PARTIES. re ' 1 1 1 III III , 1"1 1-11 I� I 1 1 I l "`_ " \ g I —III °- -. ENCLOSURE PLAN TO RECEIVE 3 -0 FOOTING REINFORCING —111— 1 -111— / 8 \ A-1005 1 N a BOLTS STARBUCKS TEMPLATE VERSION 12017.05.18 c, PER PLAN 1 1-111 1 1 A-10� OPP. \ ° l�"D AR in �-(c) C't$, C8� CMU WALL FOOTING 9 TRASH ENCLOSURE SECTION �10� CANE BOLT DETAIL 0 MARKS.SALOPEK scale 3/4"= 1'-0" eale "- 1'-0" \ sae 3"= 1'-0" AKRON, OH ''-i • •-1005 ATESTr) BEHIN DINFRINTOF A • NO. 6036 • 7 ALLS,TO ALL FOR THE FULL 20'-0" d>1fs J.�c?, 2 -__-i •-1005 •,_0" 0•ENING I rl� IArk 0 sip -4-I ,p-. - . : . , 11/07/17 .• r /■m" a- '- :- NOTE:GRIND SMOOTH& AS //'. PAINT ALL WELDS � 11 • • ,:‘,.°:.-_,;!.-•/::,-;:.: -..±- •:. - .-4. I.: ON GATE&FENCE GPD Engineering and Architecture I f DOORS SHOULD SWING TO 1 N � r— Professional Corporation C ,' • , zq 1 MINIMUM 120 DEGREES AND GROUT CELL AT Q / 520 SOUTH MAIN ST.SUITE 2531 t`" • 6• "°CONCRETE, ` MAX UM 180 EGREES ANCHOR BOLTS / -tar ' SMOOTH FINISH \ AKRON, OH 44311 - : / P: 330.572.2100 F: 330.572.2101 I ;. AND SEAL 10 u, BRICK VENEER CONCRETE ° 1005 I o PER SECTION& -/ w/#a @ 1a^o.c. EW a GPD PROJECT NO: 2016355.37 a' ° •• , t ¢ ELEVATION / v - CENTERED IN SLAB. - _ e I 8"CMU \ / L1 :. a." I 100 — / �© N N ',. { ._ SLOPE 1.5% ` ` ; • °`` I `" _ I 6"X6"X1/4" PTD. GALV. U �.' < .' - " - „.. a ;. NEW 6"CONCRETE APRON, BROOM STEEL TUBE POST SET °^- - •°,• , q: p l FINISH PROVIDE 1-1/4" DIA.x 2"DEEP IN CONCRETE FOOTING z ' i - HOLE IN CONCRETE SLAB TO ¢ \ %+ I a- ,4"CRUSHED STONE LAYER a - " RECEIVE GATE BOLT AT CLOSED STEEL ANGLE-_ •• •--.• CONC.SLAB AND #4 X 24" PAINTED 1, °:• 9'. UNDER SLAB : " - : ='" ' ° . W • {'' AND OPEN POSITIONS lY `"{ ", t' REINFORCING PER PLAN 'C 3'-0"WIDE X I2" " I' .`. " 'I " "- - " '"• "° : 10"WIDE X 18"DEEP THICKENED 1, �c = DEEP CONCRETE ° = ° -= .« a: t• AT 18"O.C. ��——�� I• _:_ ..9- ;" . SLAB FOOTING W/(2)#4 CONT. REINFORCING PER PLAN CO Y FOOTING AT CMU ° g'" s; :I_'. BOTT.AND(1)#4 TOP AND MID I N- CK y WALL W/(3)#5 'I ..' DEPTH SLOPE AWAY FROM SLAB SLOPE PER PLAN `•f I j Ax O CONT. BOTT. 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A STEEL PIPE.WELIDTOFRAME. TRASH ENCLOSURE 6 o TRASH ENCLOSURE > TRASH ENCLOSURE TRASH ENCLOSURE 4 TRASH ENCLOSURE SCALE:AS SHOWN Scale 1/4"=1'-0" ��j scale 1/4"= 1-0" \�`''I sole 1/4"= 1'-0" soak, 1/4"= 1'-0" SHEET NUMBER: Ni t A-1005 SIGNAGE TO BE SUBMITTED UNDER SHEET NOTES EXTERIOR ELEVATION NOTES NtOf .. 14,„ 1. PROVIDE 3"(75MM)HIGH BLACK ACRYLIC STORE A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE lAr , SEPARATE PERMIT BY OTHERS - ADDRESS ON GLAZING OR PER LOCAL JURISDICTIONAL SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR SHOWN FOR REFERENCE ONLY. CODE REQUIREMENTS. AND IIWEGAMINIRTOSCHEDULESCHEDULING NOTICE FOF4WEEKS DATE2. SEE BUILDING ROOF PLAN ON A-1501 FOR MORE INSTALLATION. STARBUCKS CONSTRUCTION MANAGER INFORMATION. TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. 3. UNDERSIDE OF CANOPY MU-4. B. GENERAL CONTRACTOR SHALL COORDINATE WITH 4. NEW EXTERIOR LIGHT SCONCE. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ©2017 STARBUCKS COFFEE COMPANY ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT,WIRE, 5. NEW PATIO RAILING. CONNECTIONS,AND BREAKER AT PANEL BOARD STARBUCKS COFFEE NECESSARY TO SERVE SIGNAGE. 6. NEW BIKE RACK. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED COMPANY WOOD STUD BLOCKING,OR EQUIVALENT TO SUPPORT 2401 UTAH AVENUE SOUTH SIGNAGE. SEATTLE, WASHINGTON 98134 D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND (206) 318-1575 LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP THESE DRAWINGS AND SPECIFICATIONS ARE DRAWING(S)PRIOR TO FABRICATION TO STARBUCKS CONFIDENTIAL AND SHALL REMAIN THE SOLE DESIGNER FOR APPROVAL. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN THIS WORK. THEY SHALL NOT BE COMPLIANCE WITH LOCAL JURISDICTIONAL REPRODUCED(IN WHOLE OR IN PART), SHARED REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD WITH THIRD PARTIES OR USED IN ANY MANNER APPROVAL. ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSENT OF STARBUCKS CORPORATION. 2 /-h 1 C� STARBUCKS CONSTRUCTION MANAGER AND TO THE THESE DRAWINGS AND SPECIFICATIONS ARE 3 / GENERAL CONTRACTOR AS NEEDED. GENERAL INTENDED TO EXPRESS DESIGN INTENT FOR A \ -300 -300 Y CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION PROTOTYPICAL STARBUCKS STORE(WHICH IS MANAGER IMMEDIATELY IF SHOP DRAWINGS OR SUBJECT TO CHANGE AT ANYTIME)AND DO 30'-2" INSTALLATION IS IN DISCREPANCY WITH STARBUCKS NOT REFLECT ACTUAL SITE CONDITIONS. / 101/2" 9'-9" 8'-103/4" 9'-9" 10 1/2" / ARCHITECTURAL DRAWINGS. NEITHER PARTY SHALL HAVE ANY OBLIGATION // / /11/ NOR LIABILITY TO THE OTHER(EXCEPT STATED G. GENERAL CONTRACTOR TO CLEAN, PATCH AND ABOVE)UNTIL A WRITTEN AGREEMENT IS / EQ / IEO / REPAIR EXISTING EXTERIOR AS REQUIRED. FULLY EXECUTED BY BOTH PARTIES. MTL-1 BRK-1 14'-8 3/4" C 9'-4"I 5'-9" / BRK-1 MTL-1 �- © . MTL-1 TOP PARAPET STARBUCKS TEMPLATE VERSION 12017.05.18 fr .17_7 `�- ` WD-1 S 13163 \ _ - 17' - 0 i r " iIiz. I j it r r--r---r-a_;-r_;_21. r \ PARAPET T EXTERIOR FINISH SCHEDULE �.w1 $ ARS 1 01� � ARAE � 0 30 2 -r i =rT= .: a S 14533 -,--i--r'- T'a- '- ih 16' - 0" `Y p • TAG MATERIAL FINISH/STYLE I COLOR RESPONSIBILITY ~l f� -I -[ -r - -r, W / t T L '-:I �. (� i,SAI(Ii S.S:1LOI I:K C{1 / ��III r i 1 - BRK-1 BRICK VENEER FACE BRICK-SLIM BRICK SLIM BRICK CLADDING GC AKRON, OH C') �- - � � ` DG30N/� 4�'iG3M -,--=- r • NO. 6036 • - - T- - , ___ z_I L i RUNNING MBOND�S-EBONY-MISSION iii ( �� t �/ EQ EQ AA ti>1 .--1---J-- MATCH SHERWIN WILLIAMS SW-7018 o lir\iits . .-..,. \ P578-ES GC e / ;FP .,.....+ • FC-1 FIBER CEMENT W/ EQUITONE "DOVETAIL"; NCD/AKZO NOBEL-OLD \ • - r EIS..-1 _. . r , _ Cann PAINT-EGGSHELL MONTEREY. USE PRIMER CP-1; NCS-S 4500-N; = r' t n INTEGRAL COLOR COAT 8 - 7 1/2 AKZO NOBEL-30YY 33/047 MTL-4 ■I-- y © r, = MTL-4 a 111 ;-1 \- o r LL MTL-1 METAL COPING PRE-FINISHED MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC /'I N I i T �T : 1 I MTL-2 ALUM.STOREFRONT ANNODIZED DARK BRONZE GC GPD Engineering and Architedure _ a- i . .. : N r N •-I MTL-2 rr r __r TIS: ti.;; MTL-3 I H.M. DOOR AND FRAME I PAINT MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC Professional Corporation II 520 SOUTH MAIN ST.SUITE 2531 r -ra ..>—T i r x r GC-i , ,Y-� y r - = o s L : = r.. MTL-4 METAL CANOPY POWDERCOAT MATCH RAL#7021 MATTE M0028-"FLAT BLACK" AKRON,OH 44311 Y TTQ _, ' _ f '.: I 6"NOM. RESYSTA-BURMA RESYSTA-BURMA COMPOSITE-C 08 P:330.572.2100 F:330.572.2101 � ri 7 _-� WD-1 I WOOD SIDING COMPOSITE GC GPD PROJECT NO: 2016355.37 - -- _— -- , s: / /� �, � -} -- - . - _ : � =n Interior 1st Floor \ _ \ \ `� � `I 0" / zs s^ / ai .cFRONT ELEVATION w scam 1/4" 1'-O" = Q r 1 CO Y ti ct �0 CA W V co 41111 0 = � U 4 I V 1) •-300 •-300 rn D- I I I Iii Lu < C[N I I BRK-1 © 13163 MTL-1 g V 0 0 el 1'-0" 9'-0" 9 -4 3/4" 9'-0" 1'-0 a EQ I EQ P578-ES MTL-1 < C 9 in MTL-1 © e� _ — _ _ TOP PARAPET I- LL CO IO co WD-1 -- 17' - 0" v V v �- ------- ------- _ CI ict_ _ PARAPET p Q p f� (� E ..,_____________,_m_._...4 itititi=_ ter--__. 0. p a♦ SX1139.=-___= 5003 STORE #: 3389 —_ p IFi;i — lilt _ _1■■� �_ _ _ ( PROJECT #: 15375-032 �—-1 • 1. TraI Ili I i1 ®11 III f��KLS`_� DROVE 4aQN " " — - — - — - " DESIGN MANAGER: RYAN WONG ih LEED AP: SUZANNE SULLIVAN — . Cano PRODUCTION DESIGNER: HEB1�g - 8 -0 = 1'-6" _ _ _ _ _ _N -- Ilrl �__�_________-: 8' _ 7 1/2" CHECKED BY: TOM CONNER U �_ 0 MTL-4 MTL-2 I© " 0 siv -- ----�-___- 3 - ; _ __ -- Np L 14355 L 14355 _ 14355 Revision Schedule 12 O_=--=O_==' VO O © Rev Date By Description a) 000 - --------------: _=— —_-— __ — 1 10/22/17 Revision 1 D 0 O _—__—____________—___ ��—e - II�— r I :.-----------------.= __=_-_-_-_-_-r_-_-_-_=__— , g I _ _ _ _ _— o , _ =-r-_——_ — SHEET TITLE: (NI _ - mm;ur...';■m;i - m•�i�n�■�nm: . ■� ------ Interior 1st Floor M 6'-0- 0" EXTERIOR ELEVATIONS I 29'-0" Si I t` SCALE:AS SHOWN cv ENTRANCE ELEVATION4, 8' SHEET NUMBER: 1cv scale 1/4"= 1'-0" MI I A-2001 Sralm:1/4'=1'-0' EXTERIOR FINISH SCHEDULE SHEET NOTES EXTERIOR ELEVATION NOTES 4e 1. EXISTING EXTERIOR DOOR,TO RECEIVE PAINT,SEE A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE *IF' ; Nikhk TAG 1 MATERIAL FINISH/SME COLOR RESPONSIBILITY SCHEDULE. SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS BRK-1 BRICK VENEER FACE BRICK-SLIM BRICK SLIM BRICK CLADDING GC 2. SEE BUILDING ROOF PLAN ON A-1501 FOR MORE AND 1 WEEK PRIOR TO SCHEDULED DATE OF MUTUAL MATERIALS-EBONY-MISSION INFORMATION. INSTALLATION. STARBUCKS CONSTRUCTION MANAGER RUNNING BOND TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE Z\ 3. UNDERSIDE OF CANOPY MTL-4. CONTRACTOR CONTACT INFORMATION. • P578-ES MATCH SHERWIN WILLIAMS SW-7018 GC 4. DRIVE-THRU AIR CURTAIN. B. GENERAL CONTRACTOR SHALL COORDINATE WITH CP-1 FIBER CEMENT W/ EQUITONE "DOVETAIL" ; NCD/AKZO NOBEL-OLD ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL INTEGRAL COLOR COAT PAINT- GSHELL MONTEREY. USE PRIMER CP-1; NCS-S 4500-N; 5. EXTERIOR SECURITY LIGHT,SEE ELECTRICAL SHEETS. ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT,WIRE, ©2017 STARBUCKS COFFEE COMPANY AKZO NOBEL-30W33/047 6. ALIGN TOP OF LIGHT FIXTURE WITH T.O. DRIVE-THRU CONNECTIONS,AND NECESSARY TO SERVE BREAKER GNAGE. PANEL BOARD MTL-1 �METAL COPING PRE-FINISHED MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC WINDOW. STARBUCKS COFFEE 1 I C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED COMPANY MTL-2 ALUM. STOREFRONT ANNODIZED DARK BRONZE GC 7. EXISTING HOSE BIB, SEE PLUMBING DRAWINGS. WOOD STUD BLOCKING,OR EQUIVALENT TO SUPPORT SIGNAGE. MTL-3 I H.M. DOOR AND FRAME I PAINT MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC 2401 UTAH AVENUE SOUTH 8. EXISTING ELECTRICAL EQUIPMENT TO BE PLACED IN MTL-4 METAL CANOPY POWDERCOAT MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC SAME LOCATION ONCE NEW FINISHES HAVE BEEN D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND SEATTLE, WASHINGTON 98134 APPLIED,SEE ELECTRICAL DRAWINGS. LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR (206) 318-1575 6" NOM. RESYSTA-BURMA RESYSTA-BURMA COMPOSITE-COS POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP WD-1 WOOD SIDING COMPOSITE GC 9. EXISTING GAS METER TO BE RELOCATED.SEE DRAWING(S)PRIOR TO FABRICATION TO STARBUCKS THESE DRAWINGS AND SPECIFICATIONS ARE I MECHANICAL AND CIVIL SHEET C-101 FOR DETAILS. DESIGNER FOR APPROVAL. CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, 10. NEW ROOF LADDER WITH DOOR TO BE PLACED IN SAME E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN WHICH IS THE OWNER OF THE COPYRIGHT IN LOCATION ONCE NEW FINISH HAS BEEN APPLIED. COMPLIANCE WITH LOCAL JURISDICTIONAL THIS WORK. THEY SHALL NOT BE REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD REPRODUCED(IN WHOLE OR IN PART),SHARED 11. NEW EXTERIOR LIGHT SCONCE. APPROVAL. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 12. NEW PATIO RAILING. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO PROJECT WITHOUT THE PRIOR WRITTEN STARBUCKS CONSTRUCTION MANAGER AND TO THE CONSENT OF STARBUCKS CORPORATION. GENERAL CONTRACTOR AS NEEDED. GENERAL THESE DRAWINGS AND SPECIFICATIONS ARE 1 2 CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION INTENDED TO EXPRESS DESIGN INTENT FOR A -300 -300 MANAGER IMMEDIATELY IF SHOP DRAWINGS OR PROTOTYPICAL STARBUCKS STORE(WHICH IS INSTALLATION IS IN DISCREPANCY WITH STARBUCKS SUBJECT TO CHANGE AT ANYTIME)AND DO ARCHITECTURAL DRAWINGS. NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION G. GENERAL CONTRACTOR TO CLEAN, PATCH AND NOR LIABILITY TO THE OTHER(EXCEPT STATED REPAIR EXISTING EXTERIOR AS REQUIRED. ABOVE)UNTIL A WRITTEN AGREEMENT IS / 4'-8 1/4" 54 FULLY EXECUTED BY BOTH PARTIES. / 2'-7" 1/4" 4 0 1/4" 4'-0" 1/4" P578-ES MTL-1 BRK 1 STARBUCKS TEMPLATE VERSION 12017.05.18 / t 0 _ TOP PARAPETO — \ I • I PARAPET �gEO AI��,— 10/30/2017 S 13163 • = 16' - 0" �Gj� et, AreiLle r _` () •4A1tKS.5:11AI'IiK Ct1 �� A-6 1 °r r T D �/ I 5003 0 ° AKRON, OH n' (((((( NO. 6036 • tie 1'-11" 1'-11" � l� — — o— 8'-91/4" — — a o" 6 0" — — ©V —. _ 8'C71 2" t1(Q - x. 71 ( Zo _ sic— _ , ;`- MTL-4 0 "*.°°.°1.117:1; sS 'in .i-EI-1) ---N-1:1:) if.\--F1) ilit.:11 8 ' r: GPD Engineering and Architecture L 14355 L 14355 L 14355 A x Professional Corporation `f ` 520 SOUTH MAIN ST. SUITE 2531 p_ , L 1 , 7 3. 0 o °DL AKRON,OH 44311 ,_ o P:330.572.2100 F: 330.572.2101 I - z` GPD PROJECT NO: 2016355.37 1 -0" — \ \ \ 1 \•� X / — Interior 1st Floor OD — 0.. MTL-3 . ai U WI REAR ELEVATION _ Y B 3, o I\\A 00 ti 0' 1 a 0A6X .-300 l W •-300 I I I U N I BRK-1 013163 MTL-1 LL N w 7'-11" 12'-2" EQ EQ ti m MTL-1 E — _ — — �© — MTL-1 — — _ — — _ TOP PARAPET I co Q CA Ce co © IIII�>vOOOO ;� WD 1 17 0" LLj IZ cn o wianu"'`— PARAPET ¢ V o © 14533 w is" w �� LL 0 ar Z `n itIIjIijfl_II � =—_--- NII tt .4 4 ej I I r 1 i a;omb 1 I I III I I I I 466. CAC ® I ©2017 STARBUCKS COFFEE COMPANY TYPICAL ROOF CONSTRUCTION STARBUCKS COFFEE SINGLE-PLY MEMBRANE ROOFING COMPANY 1/2" HD WALK BOARD 2401 UTAH AVENUE SOUTH POLY-ISO RIGID INSULATIOR-30 MIN) •-5003 NSEATTLE, WASHINGTON 98134 i.5003 SIM. PLYWOOD SHEATHING PER STRUCTURAL (206) 318-1575 WOOD TRUSSES PER STRUCTURAL 1 M THESE DRAWINGS AND SPECIFICATIONS ARE TOP PARAPET � TOP PARAPET CONFIDENTIAL AND SHALL REMAIN THE SOLE 1 T 0" 1 T - O" -- i 2 PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN TYPICAL WALL CONSTRUCTION-SLIM BRICK VENEER 5003 THIS WORK. THEY SHALL NOT BE SLIM BRICK VENEER-RUNNING BOND COURSING TYPICAL WALL CONSTRUCTION-SLIM BRICK VENEER REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER J PARAPET — — — — — ON OTHER PROJECTS OR EXTENSIONS TO THIS 1/2"GROUT SLIM BRICK VENEER-RUNNING BOND COURSING 16' - 0° I PROJECT WITHOUT THE PRIOR WRITTEN • DRAINAGE MT W/FACER 1/2"GROUT �� I i W.R.B. (2 LAYERS) DRAINAGE MT W/FACER � ' , CONSENT OF STARBUCKS CORPORATION. PLYWOOD SHEATHING PER STRUCTURAL - I : THESE DRAWINGS AND SPECIFICATIONS ARE W.R.B.(2 LAYERS) �. I I� I INTENDED TO EXPRESS DESIGN INTENT FOR A PARAPET 2X6 FRAMING PER STRUCTURAL PLYWOOD SHEATHING PER STRUCTURAL 4 K. PROTOTYPICAL STARBUCKS STORE(WHICH IS BRACING, R-19 BATT INSULATION 2X6 FRAMING PER STRUCTURAL i� J SEE 1/S-5003 (W/VAPOR BARRIER ON WARM SIDE) R-19 BATT INSULATION ' vl PARAPET • ' ' J SUBJECT TO CHANGE AT ANYTIME)AND DO 5/8"TYPE'X GYPSUM WALLBOARD TO 6"ABOVE \ ` PARAPET NOT REFLECT ACTUAL SITE CONDITIONS- CEILING 5/8"TYPE')C GYPSUM WALLBOARD TO 6"ABOVE 40 SEE 1/S5003 1�CING, TYPICAL PARAPET ONSTRU ION-FIBE CEMENT �• SEE 1/S 5003 NEITHER PARTY SHALL HAVE ANY OBLIGATION CEILING ' (EQUITONE-TECTIVA) - NOR LIABILITY TO THE OTHER(EXCEPT STATED NEW ABOVE)UNTIL A WRITTEN AGREEMENT IS 1 5/16"FIBER CEMENT PANEL W/PAINT COLOR I ROOF FULLY EXECUTED BY BOTH PARTIES- `ft • FINISH COAT \ L : , ii/ r6 ATTACHED BY COUNTERSUNK SCREW W/FINISH STARBUCKS TEMPLATE VERSION i2017.05.18 SLIM BRICK APPLIED TO EXISTING WALL WASHER, PAINT COLOR FINISH COAT A-50� L_ OVER VERTICAL PRESSURE TREATED FURRING , SIGNAGE,SEE \\ SIM. APPLY OVER EXISTING STUCCO,V.I.F. I DRAINAGE MAT W FACER H _ ��R�D �R� 10/30/2017 • — - — - — _E_LEVA_TION_S_ - — — —i — SLIM BRICK VENEER-RUNNING BOND COURSING �e. 1/2"GROUT PLYWOOD HEATHING PER STRUCTURAL - ~W.R.B. (2 LAYERS) �MARK S.SALOPEKrA 2X6 FRAMING PER STRUCTURALC7M R-19 BATT INSULATION w AKI;;1 OH f I (W/VAPOR BARRIER ON INSIDE) ,_.45/8"TYPE'X GYPSUM WALLBOARD TO 6"ABOVE I • NO. 6036 lJ _ _ CEILING , _ _ K TYPICAL WALL CONSTRUCTION-FIBER CEMENT O (EQUITONE-TECTIVA)OVER EXISTING WALL /.._ , C I APPLY OVER EXISTING SUBSTRATE GPD Engineering and Architecture _ L I /16" FIBER CEMENT PANEL W/PAINT COLOR I FINISH COAT Professional Corporation L� I / 520 SOUTH MAIN ST. SUITE 2531 >� i = — Cano ATTACHED BY COUNTERSUNK SCREW W/FINISH 1 _ 8' - 71/2" WASHER, PAINT COLOR FINISH COAT P: 330.572.2100 AKRON,572H 4311 OVER VERTICAL PRESSURE TREATED FURRING — GPD PROJECT NO: 2016355.37 i I LIGHT SCONCE BEYOND- 0o L. -- SEE 6/A-5002 FOR WALL 0o oo I SCONCE AT BRICK DETAIL 0o i I 8 oo i -500 00 H I I I oo I LI _ � - j I aI 5 = H �4-500 00 re ,,,x O W = 1 _VM z N Fca _ Q a IL o �LJ03SIM. L0 > O z .L inU U UO Q c -1 3 Q 3cc - O E D_ D_ r H o _ 5003 cl?.. 1 STORE #: 3389 0 SIM. EXISTING CONCRETE PROJECT #: 15375-032 O () 1'-0" SIM. `SLAB ISSUE DATE: 100%09.08.2017 EL , � �I { I Interior 1st FloorRYAN WONG Interior 1st Floor Interior 1st Floor _ LEEDOA- DESIGN PANAGER: SUZANNESULLIVAN — 0" — — —I' I^ 0 0" — — PRODUCTION DESIGNER: HEB 72 °` a I1 I1I=111=III=III=11 - • f' -... - -.. - - _ _ _ = 1=111-111=111=11H111=111=111=111=111 ° - � CHECKED BY: TQM CONNER •8- ' . _ _ =111=111=111=111=111=111=111=111=111=111=d11=111=111=111=111 I ??!i!i!i!—i!i!:i!i! !-i!i!i!i I I-1I I-1I I-1I I-1I1E1 I1E1I 1=111=111=1I1=1I1=1I1=1I I�11=1 : r " •• '• '• • "• `•• -- o .; , I I 1-111-111=111=111=111=111=111111=111=111=111=11 EI I IE111=111=11 ': -Cct.Y; „ ;.:°+ % -111=111=1 I 1=111=1 11=1 11=1 I 1=1 11=111=111=1 11=1 11=1 I 1=111 . - • ' ---. `r - • -1 1=1 -1 -1 I -1 -1 -1 -1 -1 -1 -1 -1 1=1 -1 1=1 11 11-111-11-111=111-11 I-111=11 I-111-111-11-11-11-11 I-1- �= C 3 ,;•< -'; - - - - - - - - - - - - - - - - III-III-III-I 11-1 I I-III-III-I I 1=1 I 1=111= - - - = 11= =111 -111=111=111=111=111=111=11 I- -1 1=1 I 1=1 1=1 1=1 1=1 1=1 1=1 L=1 1=1 I 1=1 1=1 1=1 I 1=1 � 111=1 1=1 I- Revision Schedule • .'a : a_11111=111-1 EERIE I -111=1 11=111=111=111111=111=111 111-111- I_I I_I _III III _ _ - _ _ = 1=1 I 1=1 I 1=1 1=111 =1 1LI IT =1 I=111=1 11= — — - - - 1111=11111=111611=11111=111- - - 12 111=111-111=111= 1 --: •-. . •-- • 111=111=111=III 111=I I I-11111E111=111=111=111=111=III=111-111=111=11 1 111-III-111=111=111= - 1 =111=111=111=111=111—I I _I I =I I I=111=111=�11= =III=III=11 m 11-111-111-111-111=1T - - E111?I I-111HH "'-"'-"'-"'-"'-"'-"'-"'-"'-"'-"'-"' -111E-111-E_11.=111== n11 111=111=111=111=111=111- 11=111-111-III- 11=111-111=111=1 I I-I I r Rev Date By Description CO 1= _ =111- _ = 1E111=1114 =111=111=111=111=111- i I I-1 I 1=1 11E1 11-.: • ' ' _ - . • =111- 111=11 r_ 1 10/22/17 Revision 1 -111=1 =1 =111 -a"-. I-111-111=111-1 I _ _ _ _ _ _ _ d _EXISTING 1I =III H IEI I I=11 : - " - NEW FOUNDATION DAMP PROOFING 11 111-W—=111-111 11=11=11-11=111 1 -ll—ll-ll=- .:• 1 Vc III-III-III=III =111-111=111-' SEE STRUCTURAL 111111=111=111=1 -111-111-111-111=11 1111-111-111 ' I-FOUNDATION 11E111E111E111=11 e , : . -- - - 1=11 I1 11 111=111- -111= 11=ME-111=111=111= -111=111- .• • '` - � II_ISEE STRUCTURAL 111=111=11-111= i -; 1 1=11=11 = DAMP PROOFING 11 11=11 =111-111-111 n 1—i 11=1 1-111-11-111=11= 1 111=111 .. .- . '.: . 111-11' 111-111_111_11 111 111 111- 111=pc 1-M-1 1-11r 1 = HE 111E111-111=111-' 11-111-111-I -I =1 I I-i 1 i 111=1 l 1=111- g 111=111=111-111- ,- , ' - . - ITI-111=111=1I NEW FOUNDATION --=111=111=111=111=111111-111=111-111111=MEI =111 11E111-111 111=111=111=111 111- Q . 3tite 2X FURRING STRIPS AT 16"O.C. Aiiir .. W.R.B., CONTINUOUS \,/ AROUND CORNER WITH NO BREAK FOR A MIN.OF 12" SLIM BRICK VENEER PER i SECTION 1/2"BACKER ROD&SEALANT STOREFRONT ©2017 STARBUCKS COFFEE COMPANY SYSTEM APPLY 12"CORNER,6"ON EACH SIDE GLAZING PER SEALANT SCHEDULE,SEE I III 1/2"BACKER ROD&SEALANT 2X VERTICAL P.T. BLOCKING AT A-6001 In T.O.MULLIONSTARBUCKS COFFEE PENETRATION COR: -S SEEA6001FLASHING 1 1/4"PLYWOOD �� I//////// i - } COMPANY 5/16" FI: R CEME T PANEL 2401 UTAH AVENUE SOUTH 1/8"BREAK METAL (EQUITONE-TECTIVA) Cr) �� ALUMINUM TRANSOM SEATTLE, WASHINGTON 98134 TO MATCH STOREFRONT a / I ��W�uSISAI�4/S� ALUMINUM STOREFRONT SYSTEM r r2s'$}��e2d.(r �� II 1% L! FRAME PER (206) 318-1575 I /////////��i1 / I/I ; SCHEDULE HSS6X6X5/8 COLUMN, SEE I /. �A II THESE DRAWINGS AND SPECIFICATIONS ARE ' �I STRUCTURAL $4 "' ' Jb¢Q- DOOR PER SCHEDULE a INSULATED GLASS UNIT CONFIDENTIAL AND SHALL REMAIN THE SOLE ISSAI�arnS.WSWSI�rr SAIWIP n nS��S� PROPERTY OF STARBUCKS CORPORATION, �I� WHICH IS THE OWNER OF THE COPYRIGHT IN r 10 pa. T " THIS WORK. THEY SHALL NOT BE REPRI• � r , 1 ii ED WITHOTHIRD PARTES OR USED IN ANY MADUCED(IN WHOLE OR IN PART), NNER • /^ - ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN LP�/////////SOI TYPICAL WALL CONSENT OF STARBUCKS CORPORATION. CONSTRUCTION PER 7„ ik SECTIONeliTHESE DRAWINGS AND SPECIFICATIONS ARE i/ 1 . INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS \,1STOREFRONT MULLION TYP. SUBJECT TO CHANGE AT ANYTIME)AND DO 2 scale 3"= 1-0" NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION JEXTERIOR STOREFRONT COLUMN BRICK / FIBER PANEL INSIDE CORNER BUMP OUT STOREFRONT DOOR TRANSOM ABOVE)UNTIL A WRITTEN AGREEMENT IS NOR LIABILITY TO THE OTHER(EXCEPT STATED sods 3"= 1'-0" 0 scale 3"= 1'-0" CD scale 3"= 1'-0" NOTE:SEE SHEET FULLY EXECUTED BY BOTH PARTIES. 46000 FOR TYPICAL PENETRATION FLASHING STARBUCKS TEMPLATE VERSION 12017.05.18) F' WALL CONSTRUCTION 10/30/2017 111[ I I PER PLAN/SECTIONS wR�D Ake BACKER ROD&SEALANT ' /�_ I ' 4ALL SIDES SLIM BRICK VENEER WALL • /� � 1/2"MORTAR sr j'A4CONSTRUCTION PER SECTION / ' ' / COMMERCIAL GRADE W.R.B. V MARK S. SM On KSEALANT II� �';• / '-` ONISTRUCTION PER \ w CONCAVE MORTAR AKRON, OH ti1#1W4 IBACKER ROD&SEALANT fraij � SECTION tom/ JOINT • �I ALL SIDES W.R.B.,CONTINUOUS E ^ S.A.F.F.OVER METAL NO. 6036 • r--- - ' as • / /F:, AROUND CORNER WITH NO FLASHING t . "I, `; SEALANT r--- rer 4 AS dAt .. BREAK FOR A MIN.OF 12" I STEEL LINTEL AT BRICK VENEER )� / ;: .„ II I OPENINGS-PAINT TO MATCH BRICK CI �A� I/ .. �:I' it �`- i' I � ' rt 'I I'— CONTINUOUS GALV.METAL AOS FIASHNG WTH DRIP EDGE ))L ) _ r 7 ��L::.7! 1/2"BACKER ROD& '- - ' ` iii - _mei ///L %///I FLASHING t 'rj SEALANT GPD Engineering and Architecture SLIM BRICK VENEER PER SEALANT Professional Corporation _-._ • . r SECTION STOREFRONT 520 SOUTH MAIN ST. SUITE 2531 ity10:7-44/0siglIllta / i1/2"BACKER ROD&SEALANT SYSTEM / V AKRON,OH 44311 t_- ---- I � / ^, P: 330.572.2100 F:330.572.2101 - ` I i AIR `N GPD PROJECT NO: 2016355.37 •� , L-- -- I APPLY 12"PIECE OF S.A.F.F.ATMFR. NSTALLATION EXTERIOR WALL SCONCE i PER ELEVATIONS �I, /-- I I CORNER,6"ON EACH SIDE REQS. EXTERIOR WALL SCONCE / 2X VERTICAL P.T.BLOCKING AT SEALANT 'I �' PER ELEVATIONS II CORNERS JUNCTION BOX II,� fria`:. _.41411111I i HORIZONTAL WOOD SIDING PER U 1 1 ,r: SEALANT • Silisaft- '^• IjSECTIONS L I,1��='. JUNCTION BOX I / . 5/16" FIBER CEMENT PANE _ I / DRIVE-THRU ill (EQUITONE-TECTIVA) ce WINDOW4. L= Q �� r 2 Y I` cc C5DWALL SCONCE AT FIBER CEMENT PANEL WALL SCONCE AT BRICK VENEER Et BRICK / WOOD SIDING INSIDE CORNER Q STOREFRONT HEAD / AIR CURTAIN AT DRIVE-THRU 06 = zLI-0 CON F iii V U co T �/ TYPICAL WALL = COW 0_ CONSTRUCTION PER U O Q > ccr, 1 SECTION Q 1" W.R.B.,CONTINUOUS Z Q (n 0 r` c X AROUND CORNER WITH NO I- I- V. BREAK FOR A MIN.OF 12" U U r- U - WALL CONSTRUCTION PER 11�� WALL CONSTRUCTION PER S 0 B Q B ti CJ / SECTION rAil ^ N _ . / / SECTION d 0. d r H lia D / / / WALL CONSTRUCTION PER VERTICAL FURRING STRIP FOR II I%ssn-�I�na STORE :. // / j SECTION moommummili JFASTENER PENETRATION . 4 # 3389 SLIM BRICK VENEER PER / - 1� ( PROJECT#: 15375-032 Q SZNTINUOUS / BRICK VENEER PER j / FOR II't.II 5/16" I// / FASTENER PENETRATION (EQU• /WAROUND j B.C• • UO OUND 1/2"BACKER ROD&SEALANT PRODUCTION DESIGNER: HEB / HORIZONTAL WOOD SIDING ,4w4w4jIy1p1111111111 CHECKED BY: TOM CONNER , / CORNER WITH NO BREAK FOR - / / CORNER WITH NO BREAK FOR / APPLY 12"PIECE OF S.A.FI.AT 0 I / A MIN OF 12" / / I A MIN OF 12" CORNER,6"ON EACH SIDEAPPLY 12"PIECE OF S.A.F.F. _ \,( W.R.B.CONTINUOUS AROUND APPLY 12"PIECE OF SA.F.F. Revision Schedule • 3 l . / 2X VERTICAL P.T.BLOCKING AT/ AROUND CORNER,6"ON EACH / CORNER WITH NO BREAK FOR f AROUND CORNER,6"ON EACH idi / ! SIDE I j • A MIN OF 12" SIDE COR Rev Date By Description i � 1 10/22/17 Revision 1 APPLY 12"PIECE OF SA.F.F. ' 5/16"FIBER CEMENT PANEL U AROUND CORNER, 6"ON EACH _�� —� // // // /// /// / /// / %-- SIDE I�AI�uSMISSA�� VERTICAL P.T. FURRING STRIP (EQUITONE-TECTIVA) ,�/ . ---2i �I j j JJ BACKER AT CORNERS / h / / / / / / / l‘ / /a_ _d / .- ' ' a •' �a- .� A Q // / // /// // // / VERTICAL P.T. FURRING STRIP �J f BACKER AT CORNERS CAULK JOINT BETWEEN BOARD AND SHEET TITLE: BUILDING DETAILS M //�////f��j� "---- MITER JOINT AT OUTSIDE CORNERS r r SCALE:AS SHOWN N 4 BRICK OUTSIDE CORNER ®WOOD SIDING OUTSIDE CORNER �3� FIBER CEMENT PANEL OUTSIDE CORNER 4 BRICK / FIBER PANEL INSIDE CORNER SHEET NUMBER: NScale 3"= 1'-0" �2J Scale 3"= 1'-0" scale 3"= 1-0" Scale 3"= 1'-0" A-5002 ATTACH FIBER CEMENT BOARD TO iliitte VERITCAL FURRING STRIP WITH SIMCBHL158R600 CCEMENT BOARD 1"� 1'-11" 1'-11" 1" 42, �I"/ 1/2" ,wa * ...; * SCREW OR APPROVED EQUAL Nv �`% i 1/2"MORTAR WITH FINISH WASHER r IP I f �II ; WALL CONSTRUCTION PER 1 II / SECTION I _ I f I o ii.. �� INTERIOR T- EN 0�'I�,i'(A ©2017 STARBUCKS COFFEE COMPANY I 500 50py II .. I I / -bI8 =� STARBUCKS COFFEE �II SYSTEMRONT : ' COMPANY 2401 UTAH AVENUE SOUTH PAINT FURRING STRIP TO I I' I / SEATTLE, WASHINGTON 98134 MATCH FIBER CEMENT I I L „ I �IId (i (206) 318-1575 PAINT COLOR 1. = I I ' �II / 1/2"BACKER ROD&SEALANT O II / CONFIDETHESE NTIALNGS AND AND SHALL REMFICATIONS AIN N THE SOLE E 1 I- :wigip I $ EXTERIOR ONFIDETYOFSTARBUCKSMAINT CORPORATION, 5/16" FIBER CEMENT PANEL I i 1 I WHICH IS THE OWNER OF THE COPYRIGHT IN (EQUITONE-TECTIVA) s' II W.R.B.CONTINUOUS AROUND THIS WORK. THEY SHALL NOT BE I 'GI % CORNER WITH NO BREAK FOR REPRODUCED(IN WHOLE OR IN PART),SHARED 1 A MIN OF 12" WITH THIRD PARTIES OR USED IN ANY MANNER a- �- .7-' \ '�_II 0 ON OTHER PROJECTS OR EXTENSIONS TO THIS SLIM BRICK VENEER PER PROJECT WITHOUT THE PRIOR WRITTEN SECTION CONSENT OF STARBUCKS CORPORATION. i RILL HOLES FOR SCREW THESE DRAWINGS AND SPECIFICATIONS ARE •TTACHMENT IN EXACT 4'-0" 1/4" 4'-0" INTENDED TO EXPRESS DESIGN INTENT FOR A LOCATIONS FOR IDENTICAL 7 1 / PROTOTYPICAL STARBUCKS STORE INISH ACROSS ALL PANELS (WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION FIBER CEMENT WALL ATTACHMENT C EXTERIOR TO INTERIOR BRICK STOREFRONT NOR LIABILITY TO THE OTHER(EXCEPT STATED ABOVE)UNTIL A WRITTEN AGREEMENT IS scale 1"= 1-0" scale 3"= 1-0" FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12017.05.18 iSflRED Ake, 10/30/2017 `�� ti NEW SLIMBRICK VENEER PER •,�&`` � rrA II SECTION 0 MARKS.SALOPEK 121 'II AIR GAP CI NEW WALL 1 W.R.B. A AKRON, OH H CONSTRUCTION I • IPER SECTION \� II ' PLYWOOD SHEATHING PER A NO. G036 • STRUCTURAL �% 5/16" FIBER CEMENT PANEL Jam? NEW CONC. %1 SLAB PER I WEEPS @ 28"O.C.TYP. Orlirgi Ijl EQUITONE-TECTIVA) ''111/P11 , VSECTION I a /16 FIB - CEME PANEL �� .. ' j%I MORTAR MESH EQUITO TECT Ah THRU-WALLFLASHING S.`. .FTO • SID •FCJ.I# SIDE OF C.J. °°. io / SIMPSON STRONG-TIE / a ir PER SECTION I GPD Engineering and Architecture y a 520 SOUTH MAIN ST. SUITE 2531 ••••••�• ' "° WITH FSH WASHER CBHL158R600 CEMENT BOARD�' �Iii / :� '� SCREW OR APPROVED EQUAL P: 330.572.2100 F:330.572.2101 P' WITH FINISH WASHER ' ' CONCRETE CURB H/ `. 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MINIMUM TWO CONTRACTORS TO COORDINATE CURB OR MAKE-UP AIR UNIT Lo FASTENERS PER SIDE INSTALLED BY CONTRACTOR(SEE SEISMIC HEIGHT WITH EQUIPMENT,TYPE OF DRAIN, SEE MECHANICAL Z �..L Q (� 0 r SECONDARY RESTRAINT BRACKET PER DETAIL 11/A-5004) Lill- 1- ADHERED MEMBRANE FLASHING 1 ACTUAL DISTANCE FROM UNIT TO DRAIN AND DRAWINGS 0 r CC �,/ f �/ SELF ADHERED HOOD OR HVAC MECHANICAL UNIT / UNDERLAYMENT �� p, 24 GA.GAL.METAL COUNTERFLASHING FASTENED W/18" AMOUNT OF CONDENSATE LINE FALL COPPER UJ O Q m / BONDING ADHESIVE 11 O.C. HIGH DOMED GASKETED FASTENER FURNISHED& REQUIRES OH / CARRY OVER TO COUNTER FLASHING SHOP FABRICATED CONDENSATION DRAIN O O t! BASE FLASHING FROM 24 GA.GALVANIZED STEEL WITH INSTALLED BY CONTRACTOR.SEE DETAIL 2/A-5004 LINE FROM ROOF r / PARAPET CONSTRUCTION PER SECTION ,frALL CORNERS SOLDERED o / 10"TYP MOUNTED EQ. D i1 r E / FASTEN 6 IN. O.C. co / / NAIL 6"O.C. „/�� SECONDARY UNDERLAYMENT 0 / / I �`1// ADHERED MEMBRANE FLASHING �: BONDING ADHESIVE SET SCREW STORE #: 3389 SEAM PLATES AND FASTNERS CURB z zco I O / , WELDED SEAM E4 UADHERED MEMBRANE FLASHING 0.5%SLOPE PROJECT#: 15375-032 U / TPO ROOFING MEMBRANE ¢ �� SEAM PLATES AND FASTENERS MIN FIXED AIR GAP ISSUE DATE: 100%09.08.2017 El) % / BONDING ADHESIVE . ¢ WELDED SEAM — — — �/ DESIGN MANAGER: RYAN WONG EXTEND LEAD UP VENT LEEDO AP: SUZANNE SEALANT AND TURN LEAD PRODUCTION DESIGNER: HEB 2 THERMAL ARD AND ROOF MEMBRANE ROOF MEMBRANE FLASHING DOWN INSIDE CHECKED BY: TOM CONNER v / INSULATION T PLUMBING VENT PIPE �.�` ..._ ADHERED �_`� Ami 4LB. LEAD PIPE JACK, / j i WELDED SEAM °ISO '_�♦♦♦♦♦♦♦�� < II j I SEALANT \� ,, 1�, ,•, , , ,*� THERMAL INSULATION >Z FLASHINGMEMBRANE 1 FURNISHED BY TRADE Revision Schedule RESPONSIBLE FOR Rev Date By Description 1 \� WRAP FLASHING AROUND X SEALANT I�! FLANGES IN ASSET PHALT ROOF / \4ks• ` CORNERS,3-COURSE WI L` TOP OF DECK °D to 1 10/22/17 Revision 1 / / + +�i��.� CEMENT&FABRIC,ALUMINUM \ I CEMENT OVER ROOFING �.�.. U / / SEAM PLATES �� ,:.. COAT 14 GA. PREFABRICATED INSULATED / /♦♦♦♦♦♦♦♦�♦♦.�♦t'..♦♦ AND FASTENERS , ` ` CURB WAILER .---'`-� PLIES. 44 • SEALANT NOTE THIS CURBED OPENING IS TO BE � •• • ►�� / * _I- PTFR WOOD NAILER `,,, DECK OPENING SUPPORT �� THERMAL INSULATION / / ��' .Opp BONDING ADHESIVE CUSTOM BUILT AND ENGINEERED FRAME PER STRUCT. �A �f M& �1��> . I ¢o ♦�♦�♦�.�♦�♦�♦�♦�♦�.�♦�� (AS REQUIRED)NAILER ��" ROOF MEMBRANE BY A LICENSED OF C UR AND SHEET TITLE: c� / Sa a a a a ��. S A TO DECK,24"O.C.,2 APPROVED MANUFACTURER,AS TOP OF ROOF DECK " " " " " " " " " " " " " " " " BUILDING DETAILS / ROWS, SCREWS; THERMAL INSULATION PROVIDED IN SPECIFICATIONS TO ..��.��.�� DRAIN c�i I I / NAILERS TO NAILERS, SUPPORT WEIGHT OF HVAC UNIT DECK - 18"O.C.2 ROWS, NAILS FIXED AIR GAP ROOF RECEPTOR x- SCALE:AS SHOWN BASE FLASHING AT PARAPET 1,,� HVAC CURB FLASHING ® HVAC UNIT CURB (4") HVAC CONDENSATE DRAIN N _ i `'J SHEET NUMBER: Co scale 3"= V-0" �`J scale 1 1/2"= V-0" \ scare 1 1/2"= V-0" scale 1 1/2"= l'-0" o A-5004 SHEET NOTES SHEET NOTES SHEET NOTES PLUMBING SUPPLY PLAN NOTES 1. WATER HEATER: 7. HAND SINK/LAVATORY: 14. PITCHER RINSER FAUCET: A. FURNISH AND INSTALL A COMPLETE AND OPERATING `1 tte PLUMBING ROUTE 1"COLD AND HOT WATER FROM WATER HEATER, ROUTE 1/2" HOT AND COLD WATER DOWN IN WALL AND ROUTE 1/2"HOT AND COLD WATER DOWN IN WALL AND SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. UP IN CEILING SPACE.WATER HEATER INSTALLATION CONNECT TO HAND SINK/LAVATORY, CONTRACTOR TO CONNECT TO PITCHER RINSER FAUCET(1 HANDLE). fir i 1411k SCOPE OF WORK SUMMARY SHALL BE INCOMPLIANCE WITH APPLICABLE RESPONSIBLE FO ORDINANCES, REFER TO WATER HEATER DETAIL. AND BELLOW VIDE FIXTUDRE AND SET TO 110 DEG. F. MIXING VALVE CONTRACTOR S ALLLPROVIDE AND T IINSTALL THERMOSTATIC MIXING VALVE EXTEND IN CASEWOK ANDCN TALL ANTO SINKFAUCET. B. INVESTIGATION PRIORPLUMBINGOTE TO START OF WORK R TO(REVEAL ` SHALL BE ASSE 1070 COMPLIANT. REPLACE AERATOR APPROVED BACKFLOW PREVENTER. FULL SCOPE OF WORK. THE FOLLOWING SCOPE OF WORK IS BASED ON THE LANDLORD'S 2. MOP SINK: PROVIDED WITH FAUCET WITH 0.5 GPM VANDAL WORKLETTER EXHIBIT C. THIS SCOPE OF WORK IS NOT INTENDED TO ROUTE 1/2"HOT AND COLD DOWN IN WALL AND CONNECT RESISTANT FLOW CONTROL AERATOR. 15. ROUTE 3/4"COLD WATER,AND FILTERED COLD WATER AND C. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY INDICATE THE FULL SCOPE, BUT ONLY A BROAD SUMMARY. THE GENERAL TO MOP SINK FAUCET. PROVIDE APPROVED BACKFLOW 1/2"HOT WATER DOWN IN WALL AND EXTEND BELOW SLAB ARE NOT VISIBLE TO CUSTOMERS. CONTRACTOR SHALL REFERENCE THE COMPLETE WORKLETTER FOR A PREVENTION DEVICE ON SERVICE FAUCET AS REQUIRED. 8. COFFEE BREWER: TO BAR AREA. MORE DETAILED DESCRIPTION OF WORK BY BOTH PARTIES. ANY CAULK AND SEAL BACK OF SINK TO WALL. ROUTE 1/2"FILTERED COLD WATER DOWN IN WALL. D. REFER TO MANUFACTURER SPECIFICATIONS FOR QUESTIONS REGARDING SCOPE SHALL BE BROUGHT TO STARBUCKS CONTRACTOR SHALL PROVIDE AND INSTALL SHUT-OFF 16. EXISTING 1-1/2"COLD WATER BELOW GRADE, FIELD VERIFY LOCATION OF CONNECTIONS UNLESS OTHERWISE ATTENTION FOR CLARIFICATION. RESPONSIBILITY INDICATED BELOW 3. WATER FILTER: VALVE IN CABINET AT 24"A.F.F. REDUCE WATER LINE TO EXACT LOCATION PRIOR TO START OF ANY WORK. NOTED. MEANS FURNISHED, PERMITTED AND INSTALLED BY THE PARTY INDICATED. ROUTE 3/4"COLD WATER DOWN IN WALL AND CONNECT 3/8"AT UNIT. ©2017 STARBUCKS COFFEE COMPANY TO WATER FILTER, EXTEND 3/4" FILTERED COLD WATER 17. EXTEND 1-1/2"COLD WATER LINE UP IN CEILING SPACE . E. COORDINATE WITH ELECTRICAL CONTRACTOR FOR WORK DESCRIPTION GC RESPON STARBUCKS BILITY PROMS NGM TCONTRACTOR TO FOLLOW MANUFACTURERS 9.FILTER UP IN WALL TO CEILING SPACE. ESPRESROUTE 152"FILTERED COLD WATER IN CASEWORK AND CODEMACHINE: . STARBUCKS BACKFLOW PREVENTER AS REQUIRED BY LOCAL POWER CONNECTION TO ALL PLUMBING EQUIPMENT. STARE UCKS COF FEE WATER SERVICE AND METER X INSTALLATION INSTRUCTIONS AND ACTIVATION CONNECT TO ESPRESSO MACHINE. PROVIDE AND INSTALL F. REFERENCE WORKLETTER FOR DIVISION OF PLUMBING COMPANY PROCEDURES FOR FILTERS. INSTALL ASSEMBLY ON WALL, BRAIDED STAINLESS STEEL HOSE FROM SHUT-OFF VALVE 18. ROUTE 1/2"CHILLED FILTER WATER BENEATH COUNTER SCOPE OF WORK AND COORDINATE WITH STARBUCKS BOOSTER PUMP FOR WATER SERVICE IF REQUIRED REFER TO WATER FILTER DETAIL. TO PUMP AND FROM PUMP TO ESPRESSO MACHINE'S AND CONNECT TO TAP. CONSTRUCTION MANAGER. 2401 UTAH AVENUE SOUTH BELOW FLOOR/SLAB WASTE,VENT AND x WATER INLET. SEATTLE, WASHINGTON 98134 WATER PIPES 4. 3-COMPARTMENT SINK: 19. PIPING SHALL BE BELOW GRADE. G. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE (206) 318-1575 ABOVE FLOOR/SLAB WASTE,VENT ANDROUTE 1/2" HOT AND COLD WATER DOWN IN WALL AND 10. DIPPER WELL, HOT TAP, WATER TOWER,AND PITCHER NOTED. WATER PIPES X CONNECT TO FAUCET AND OVERHEAD SPRAY.CAULK RINSER: 20. ROUTE 3/4"COLD WATER PIPING DOWN IN WALL AND THESE DRAWINGS AND SPECIFICATIONS ARE AND SEAL BACK OF SINK TO WALL. ROUTE 1/2" HOT, COLD,AND FILTERED COLD WATER IN CONNECT TO EXISTING WALL HYDRANT. H. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS PLUMBING VENT(S)THROUGH ROOF X CONFIDENTIAL AND SHALL REMAIN THE SOLE EXTERIOR HOSE BIBBS X CASEWORK. EXTEND 1/2" FILTERED COLD WATER UP IN LOCATED IN CASEWORK. PROPERTY OF STARBUCKS CORPORATION, 5. SANITIZER: CASEWORK AND CONNECT TO DIPPER WELL. EXTEND 21. REPLACE AERATOR PROVIDED WITH FAUCET WITH 0.5 GPM WHICH IS THE OWNER OF THE COPYRIGHT IN ROUTE 3/4"COLD WATER DOWN IN WALL AND STUB OUT 3/8" FILTERED WATER UP IN CASEWORK AND CONNECT TO VANDAL RESISTANT FLOW CONTROL AERATOR. I. COLD WATER SUPPLY LINES INSIDE CASEWORK AND THIS WORK. THEY SHALL NOT BE AS 18"A.F.F. PROVIDE WITH SHUT-OFF VALVE WITH 3/4" HOT WATER DISPENSER, CONTRACTOR SHALL REDUCE BAR AREA TO BE COVERED WITH 1/2"(10MM)THICK SELF REPRODUCED (IN WHOLE OR IN PART), SHARED MALE HOSE-END FITTING. SHUT-OFF TO INCLUDE WATER SUPPLY LINE TO 1/4"AT UNIT. EXTEND 3/8" FILTERED 22. REMOVE AND REPLACE STOCK SPRAY HEAD FLOW SEALING, SECTIONAL CLOSED-CELL FOAM INSULATION. WITH THIRD PARTIES OR USED IN ANY MANNER PRESSURE REDUCING VALVE, PRESSURE GAUGE(SET @ COLD WATER UP IN CASEWORK AND CONNECT TO WATER RESTRICTOR WITH OPTIONAL 1.2 GPM FLOW RESTRICTOR REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY ON OTHER PROJECTS OR EXTENSIONS TO THIS 20 PSIG, +/-5 PSIG). LINE STRAINER,AND SHOCK TOWER FAUCET. EXTEND 1/2"HOT AND COLD WATER UP IN PROVIDED WITH FAUCET. LINE INSULATION REQUIREMENTS. PROJECT WITHOUT THE PRIOR WRITTEN ARRESTOR IN WALL CONNECT SANITIZER TO CW SUPPLY CASEWORK AND CONNECT TO PITCHER RINSER FAUCET(2 CONSENT OF STARBUCKS CORPORATION. WITH 72" LONG BRAIDED STAINLESS STEEL HOSE. HANDLE). REFER TO ESP SINK PIPING DETAIL. 23. ROUTE 1/2" FILTERED COLD WATER LINE DOWN WALL AND J. GENERAL CONTRACTOR SHALL CONTACT WATER THESE DRAWINGS AND SPECIFICATIONS ARE PROVIDE AND INSTALL ANY ADDITIONAL PIPING AND PROVIDE SHUT-OFF VALVE AND CAP IN CABINET FOR FILTRATION SUPPLIER TO COORDINATE SOW AND INTENDED TO EXPRESS DESIGN INTENT FOR A DEVICES AS REQUIRED FOR COMPLETE INSTALLATION. 11. WATER CLOSET: FUTURE USE. SCHEDULE PRIOR TO INSTALLATION OF WATER PROTOTYPICAL STARBUCKS STORE(WHICH IS ROUTE 1"COLD WATER DOWN IN WALL AND CONNECT TO FILTRATION SYSTEM. SUBJECT TO CHANGE AT ANYTIME)AND DO 6. ICE MACHINE: WATER CLOSET. PROVIDE WITH WATER HAMMER 24. ROUTE 1/2"FILTERED COLD WATER LINE DOWN WALL AND NOT REFLECT ACTUAL SITE CONDITIONS. ROUTE 1/2" FILTERED COLD WATER DOWN IN WALL AND ARRESTOR IN SUPPLY LINE. CONTRACTOR SHALL CHOOSE TO WATER CHILLER. PROVIDE WITH BACKFLOW NEITHER PARTY SHALL HAVE ANY OBLIGATION CONNECT TO ICE MACHINE, PROVIDE WITH REQUIRED RIGHT/LEFT HAND ORIENTATION TO BE ADA COMPLIANT PREVENTION DEVICE AT CONNECTION. INSTALL PER NOR LIABILITY TO THE OTHER(EXCEPT STATED ! BACKFLOW PREVENTION DEVICE. CONTRACTOR SHALL PRIOR TO ORDERING. MANUFACTURERS RECOMMENDATIONS. ABOVE) UNTIL A WRITTEN AGREEMENT IS REDUCE WATER LINE TO 3/8"AT UNIT. FULLY EXECUTED BY BOTH PARTIES. 12. ROUTE 3/4"COLD WATER,AND FILTERED COLD WATER AND 25. ROUTE 1/2"COLD WATER LINE DOWN WALL UNDER 1/2" HOT WATER L BELOW GRADE IN-COUNTER RINSER. PROVIDE WITH BASHUT-OFFVALVE AT FLOOR CONTRACTOR SHALL PROVIDE AND INSTALLWITH AN RESPONSIBILITY LEGEND STARBUCKS TEMPLATE VERSION 12017.05.18 PENETRATION. PIPING SHALL BE ROUTED CONCEALED APPROVED BACKFLOW PREVENTER. 16 P 10116 BELOW COUNTER AND TIGHT TO BAR WALL(COORDINATE SB-GC FURNISHED BY STARBUCKS(WAREHOUSE OR VENDOR DIRECT)/ QED PROpS 7 P 10116 7 WITH G.C.). 26. COLD BREW PREP STATION: INSTALL BY GENERAL CONTRACTOR �q0 ss G11 P 12951 P 10597 GINE C P 10597 _-._ P 13040 ROUTE 1/2"FILTERED COLD WATER LINE DOWN IN WAL AND SB-SB FURNISHED BY STARBUCKS(WAREHOUSE OR VENDOR DIRECT)/ C �a F� 2 13. WORK SINK: CONNECT TO FIXTURE, REFER TO MANUFACTURERS yr j - I - ` ROUTE 1/2" HOT AND COLD WATER DOWN IN WALL AND INSTRUCTIONS FOR ISNTALLATION REQUIREMENTS. GC GC FURNISHED BY GENERAL CONTRACTOR/ INSTALL BY G Ce. •+ '-�_ I ! ,, i ! O, O P 12951 Q CONNECT TO WORK SINK. , 89 8P ' N ALL BY STARBUCKS VENDOR ¢0 E iI - i - �i --11__,.I (I i CREGC7 de ./i ! ; - _ ! I \ it PLUMBING FIXTURE SCHEDULE-"P" c� ' P 9 204% 4' . 0 1 �� li �. I -i `9HM.tAPP� 10/30/17 j I !I I 1/2" 1/2" 112 �i 1/2' = ( /% DESIGN ID COUNT DESCRIPTION RESP. COMMENTS 1-1/2" Pi 13040 �•� a c IIJ a _ I uiavzois I 1 I j I I I I. : . . X0100 8 FLOOR CLEANOUT GC-GC ZURN CO2449,ADJUSTABLE FLOOR EKR�i'• " "� I t __ __ ■ I CLEANOUT, NICKEL BRONZE FRAME AND ' 3/4'. 1-1/4" ! �I I . 1" I II 1" t n 1_, -' COVER. 1 IL F. I �r I�� - - �� -- - I. II; ❑ __ _ -.-_ i ____ - 1 X01002 2 Duco cast iron body with flashing collar and GC-GC FLOOR DRAIN I i I I! - Il �I � L _ adjustable strainer head .AS - - - - II - - - -- \ r !1.1._ - - - - - ?------, .� ;I 1: I - DRAIN CPD Engineering and Architecture ,I II ;I 10294 8 DRAIN-FLOOR SINK SQUARE-12IN 305MM GC-GC ZURN FD 2375.H A.R.E. FLOOR SINK WITH 6" Professional Corporation '----- r SUMP DEPTH AND 1/2"GRATE 520 SOUTH MAIN ST. SUITE 2531 - - Q 10995 I 10726 8 FLOOR SINK-GRATE HALF SQUARE-121N GC-GC ZURN FD2372-H,A.R.E. FLOOR SINK WITH 6" AKRON, OH 44311 ( II ' !):6:11 10922© 1 305MM SUPM DEPTH AND 1/2 GRATE. P: 330.572.2100 F: 330.572.2101 1-1/2" _ GPD PROJECT NO: 2016355.37 _ _ _ Q 13076 _ EQUIPMENT I 17564 1 BLENDER PITCHER RINSER WITH SENSOR SB-GC 3/4 FW" I 9 P 13081 FAUCET P 13149 Q 13080© 10152 1 FAUCET-DOUBLE LABORATORY WITH BENT SB-GC (l ), P 111090 RISER SPOUT C L. - - 10153 2 FAUCET-WATER TOWER-121N305MM SB-GC v I 10215 3 FAUCET-DOUBLE LABORATORY WITH SWING SB-GC o SPOUT ^I 1 1/4" J I i J`, Q' 1080: 10447 1 FAUCET-PRE RINSE SPRAYER WALL SB-GC 12 GPM FLOW RATE l Q 10215 m Q 10215 m MOUNTED I Q 1" r- _ __ ! Q 11003 P Q 110031 10597 4 FAUCET-SINGLE HANDLE SB-GC 0.5 GPM FLOW RATE F- = a Q 12807® Q 12808 0 10804 1 FAUCET-PRE RINSE SWING SPOUT SB-GC CO U - - -i 1 PX03631'1 Q 10874 Q 10874 r I 10874 2 FAUCET-HOT WATER DISPENSER SB-GC 0.5 GPM FLOW RATE }- Q 10153 Q 10153 GOOSENECK Ce p i natal © ® O 10922 1 FAUCET-MOP SINK WALL MOUNTED SB GC „X =i I `� 11003 2 FAUCET-DIPPERWELL SB-GC METERED W ' ' "fl . h� �I� 1.__I....,„_ 13588 1 FAUCET-HAND SINK WALL MOUNTED SB-GC 0 M_ - II'_ II s�y-I �3I tP 'I I - 17569 1 FAUCET-WARE RINSER IN COUNTER-24X91N SB-GCi N4o I �.� - �' P 13264 ° ° ; K IP SII Hi • 1 600X235MMr . ( - - - -- 17572 1 FAUCET-TAP SINGLE ANDLE SB-GC T uj U a) co a 7 p 10447 i !. I1X03630 1 KETTLE&POT FILLER WALL MOUNT FAUCET- SB-G ETERNA ARTRIDGE, 3/8"NPT V•CUUM -�'" U QI : T&S BRASS&BRONZE WORKS, INC. BREAKER,4-ARM HANDLE,68"FLEXIBLEl iL o P 10804 G 0 LLI aN �I�a - 4 22 3/4" 1/2" �.`,• STAINLESS STEEL HOSE, HOOK NOZZLE&Mo 3/4" i i'% / ca• 1/2"NPT FEMALE INLET. MODEL NO. B-0605 'C Q OLC) i' -iO OQ 10597 I L " X10808 1 FAUCET-HOT AND COLD WATER DISPENSER SB-GC LL (no co Ifl :;rte: O ® ] GOOSENECKf.0 ' ` U r Et111ILO I - _ - FILTER 06 1 FILTER-PREFILTRATION SYSTEM SB-GC GC TO COORDINATE WITH SB VENDOR vQ 3 N- f= Li 1� • - P 10549 �I �.,��,RIS 13080 1 FILTER-HEAD QUAD SB-GC GC TO COORDINATE WITH SB VENDOR d' d' •I I:-I I t Ii1 __ ` 13081 4 FILTER-CARBON FILTER CARTRIDGE SB-GC GC TO COORDINATE WITH SB VENDOR 0 a r E i , P 10152 •1o�i�ilii _ • I • a I i P 14688 13 'ti� P 13569 18 - 13149 1 FILTER-PRESSURE GAUGE SB-GC GC TO COORDINATE WITH SB VENDOR OP 13588 ; \ ® P 17569 i - P 17 50 OTHER STORE #: 3389 o7 i -, I I 'I ,� �I-P 1 72 25_.-_-._--_--___ - " 11109 1 WATER HEATER 50GAL 190L GAS GC-GC RHEEM MODEL 435SE2,50 GALLON,40 MBH PROJECT #: 15375-032 i I ---. L- - - -- ( I GAS INPUT,40.4 GPH RECOVERY, 0.67 OU t I 11 I I I 1/2" I _ _ _ _ 1/2" I L EFFICIENT ISSUE DATE: 100%09.08.2017 L _ _ _ I DESIGN MANAGER: RYAN WONG - r- - - ( _ -r - - -t I j{ • - O - I j s 17850 1 CHILLED WATER CONDUIT-40FT 1219CM GC-GC LEEDO AP: SUZANNE SULLIVAN \ - - - I 1/2" t Imo- - 3/4" �' ._ SINK PRODUCTION DESIGNER HEB d `` I _ _ I- - 111 I 10116 2 SINK-RESTROOM WALL MOUNTED SB-GC CHECKED BY: TOM CONNER I u l '� 1 •■ 10549 1 SINK-RINSE DROP IN SST- 12X201N SB-GC o I P 17565 305X510MM Revision Schedule OI 10995 1 SINK-MOP-24X241N 610X610MM SB-GC i2 1 _._ r-b c rJ . ! I / 1 P 17632 14 12807 1 SINK-UTENSIL RINSE WITH GRATE SST-LH- SB-GC Rev Date By Description 20 m ❑ - I ^-- P 10215 14X201N 355X510MM 1 10/22/17 Revision 1 I y 12808 1 SINK-UTENSIL RINSE WITH GRATE SST-RH- SB-GC -- U L.-- ----- - - _ •:rr. P 10597 O -------- ---.. e`"�" 1 0 355X510MM 9 l 0 13264 1 SINK-3COMP WORK SST-931N2350MM SB-GC 14688 1 SINK-HAND WITH SIDE SPLASH WALL SB-GC Q U ' 5 - - U MOUNTED SST - 17565 1 SINK-RINSE WITH DRAINBOARD-15X27IN SB-GC SHEET TITLE: op C•1 380X685MM M 17632 1 SINK-SACKEDDRAINBOARD-151N380MM SB-GC PLUMBING SUPPLY r 17650 1 SINK-DRAIN TRAY-9X61N230X150MM SB-GC PLAN r TOILET 01ST FLOOR - PLUMBING SUPPLY PLAN 2' 4' 8' SCALE:AS SHOWN 12951 2 TOILET-TANKLESS EFFICIENT SINGLE FLUSH GC-GC SLOAN MODEL ST-2020-1.28, FURNISH WITH o CO - COMMERCIAL SEAT,WHITE FINISH, 1.28 GPF sm• 1/4"= 1'-0" Scale: /4"-1'-0' OR LESSco SHEET NUMBER: 0 OENT 13040 2 EFFICIENT FLUSH SVALVE FLUSH AUTOMATIC GC-GC SLOAN MODEL 8111-1.28 P-1101